626A4-21-501 Sitework and Acc Signed Drawings.pdf

PDF 5 MB Posted Jan 6, 2023

Attached to: Z2LB--626A4-21-501 - Sitework and Accessibility Federal contract opportunity
Solicitation number: 36C24923B0005
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 9

About this file

Written by GovTribe AI · Dec 28, 2023

This presolicitation notice provides information about an upcoming federal contract opportunity for sitework and accessibility services at the Tennessee Valley Healthcare System VA Medical Center in Murfreesboro, Tennessee. The requirement includes all labor, materials, equipment, and supervision to prepare the site for building operations per drawings and specifications. The contract will have four bid items, with the option to remove work related to specific locations. The period of performance is 180 calendar days from notice to proceed. The contract is reserved exclusively for service-disabled veteran-owned small businesses and has an estimated value between $500,000 and $1,000,000. The solicitation is expected to be issued on February 6, 2023. Questions must be submitted in writing and reference the project number, name, and solicitation number. Work may occur on nights and weekends to minimize medical center disruptions.

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626A4-21-501 Combined Specs Sitework and Acc.pdf	PDF	Jan 6, 2023
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METAL SIGN

CONCRETE

C O

N C

R E

W A

CONCRETE

BRICK WALL

BRICK SIGN

CONCRETE

VINYL FENCE

C H

K F

E N

C E

C O

N C

R E

W A

CONCRETE

FFE=589.24

FFE=589.31

CONCRETE SIDEWALK

C O

N C

R E

W A

CONCRETE

FFE=589.19BUILDING 107

FFE=588.53

BUILDING 107

FFE=589.19

BUILDING 107

CONCRETE

SIDEWALK

BRICK

COLUMN

BRICK

COLUMN

GATE

CONCRETE SIDEWALK

C O

N C

C O

N C

R E

W A

C O

N C

C O

N C

R E

W A

LOD

LOD LOD

DLODLOD

LOD LOD LOD

LOD

LODLODLOD

LOD

LODLO

D LOD LO

LOD

LOCATION 1

(SEE DETAILS ON SHEET C-100)

LOCATION 2

(SEE DETAILS ON SHEET C-100)

LOCATION 3

(SEE DETAILS ON SHEET C-101)

BUILDING 8

BUILDING 116

BUILDING 107

COMPTON RD

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

Dwg. of

LocationLocation

Office of Construction and Facilities Management

PROJECT MANAGER: ACG Project Number

NOT FOR

CONSTRUCTION

NOT FOR

CONSTRUCTION

CONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs

AE SITEWORK &

ACCESSIBLITY

626A4-21-501

3400 LEBANON RD,

MURFREESBORO, TN 37129

20-325

4NRS ZLR

100% BID DOCUMENTS

Foresite Group, LLC 2128 Moores Mill Rd.

Suite C Auburn, AL 36830 o | 334.887.6064 f | 334.887.6024 w | www.foresitegroup.net

8, 106, 107

MURFREESBORO

SITEWORK AND ACCESSIBILITY

ALVIN C. YORK VA MEDICAL CENTER

3400 LEBANON PIKE

MURFREESBORO, TN 37129

VA PROJECT #: 626A4-21-501 APOGEE PROJECT #: 20-325

1" = 50'

SCALE IN FEET

50 25 50 100

LOCATION MAP

COVER

G-001

SHEET INDEX

G-001 COVER

C-100 (LOCATIONS 1 AND 2) SITEWORK

C-101 (LOCATION 3) SITEWORK

CS-501CONSTRUCTION AND PAVING DETAILS

06/02/2021

POW

METAL SIGN

C O

N C

R E

W A

CONCRETE

BRICK WALL

BRICK SIGN

LOD LOD LO

LODLOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LODLODLODLODLODLODLODLODLODLODLOD

6 58

586586

586.50

586.68

586.66 587.05

586.77 586.77

586.75 586.75

587.14 586.73

586.31

586.40

586.34 586.32

584.61

584.51

584.45 584.39

584.46

586.76

586.67

587.26

587.20

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

SSSS

METAL SIGN

C H

K F

E N

C E

C O

N C

R E

W A

CONCRETE

FFE=588.53

BUILDING 107

LOD LOD LOD LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LODLOD

LOD

LODLODLODLODLODLODLODLODLODLOD

LOD

585.50

586.50

585.50

586.05 585.65

586.17 586.17

585.53 585.53

585.96 585.46

586.09 585.59

586.06 585.56

585.88 585.86

585.49 584.99

585.59 585.09

585.97

585.99

585.84 585.34

585.80 585.30

585.99 585.49

585.91 585.58

586.07

586.15 585.82

586.38 585.88

584.90 TC

585.44 584.94

585.51

585.42

EXISTING MANHOLE

EX INV IN = 575.29

PR INV IN = 578.79

PR RIM = 586.07

EX RIM = 586.24

EX INV OUT = 575.29

PR GRATE INLET

PR RIM = 584.90

PR INV OUT = 579.52

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

SSSS

METAL SIGN

C H

K F

E N

C E

C O

N C

R E

W A

CONCRETE

FFE=588.53

BUILDING 107

LOD LOD LOD LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LODLOD

LOD

LODLODLODLODLODLODLODLODLODLOD

LOD

585.50

586.50

585.50

137.79'

122.24'

13.96'

9 1

86.31'13

' 6.

10 1

POW

METAL SIGN

C O

N C

R E

W A

CONCRETE

BRICK WALL

BRICK SIGN

LOD LOD LO

LODLOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LODLODLODLODLODLODLODLODLODLODLOD

5.5' 6.5'

RAMP

17.19'

BID ALT 1

BID ALT 2

POW

METAL SIGN

C O

N C

R E

W A

CONCRETE

BRICK WALL

BRICK SIGN

LOD LOD LO

LODLOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LODLODLODLODLODLODLODLODLODLODLOD

6 58

586586

586.50

6' 120.12'

113.86'

18.95' 8.0 8'

.15

13.36' 7.11'

METAL SIGN

C H

K F

E N

C E

C O

N C

R E

W A

CONCRETE

FFE=588.53

BUILDING 107

LOD LOD LOD LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LODLOD

LOD

LODLODLODLODLODLODLODLODLODLOD

LOD

10'

RAMP

12.63'

R10.58'

5.5'

4.6'

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

Dwg. of

LocationLocation

Office of Construction and Facilities Management

PROJECT MANAGER: ACG Project Number

NOT FOR

CONSTRUCTION

NOT FOR

CONSTRUCTION

CONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs

AE SITEWORK &

ACCESSIBLITY

626A4-21-501

3400 LEBANON RD,

MURFREESBORO, TN 37129

20-325

4NRS ZLR

100% BID DOCUMENTS

Foresite Group, LLC 2128 Moores Mill Rd.

Suite C Auburn, AL 36830 o | 334.887.6064 f | 334.887.6024 w | www.foresitegroup.net

8, 106, 107

SCALE: 1" = 20'

C-100

(LOCATION 1) GRADING AND DRAINAGE PLAN (BID ALT 3)

SCALE: 1" = 20'

C-100

(LOCATION 1) SITE AND PAVING PLAN (BID ALT 3)

SCALE: 1" = 20'

C-100

(LOCATION 1) DEMOLITION PLAN (BID ALT 3)

SCALE: 1" = 20'

C-100

(LOCATION 2) DEMOLITION PLAN

SCALE: 1" = 20'

C-100

(LOCATION 2) SITE AND PAVING PLAN

SCALE: 1" = 20'

C-100

(LOCATION 2) GRADING AND DRAINAGE PLAN

SITE AND PAVING KEY NOTES:

1) PROPOSED CROSSWALK STRIPING. SEE DETAIL ON SHEET CS501.

2) PROPOSED CONCRETE SIDEWALK. CONCRETE SIDEWALK TO TIE

INTO EXISTING WITH FLUSH AND LEVEL TRANSTION. SEE DETAIL ON

SHEET CS501.

3) PROPOSED HEAVY DUTY CONCRETE PAVEMENT. SEE DETAIL ON

SHEET CS501.

4) PROPOSED CURB AND GUTTER (TO MATCH EXISTING)

5) PROPOSED PARALLEL CURB RAMP. SEE DETAIL ON SHEET CS501.

6) EXISTING GRAVEL PAVING.

7) PROPOSED MOUNTABLE CURB (SEE DETAIL ON SHEET CS501)

8) TRANSITION CURB FROM FULL 6" TO MOUNTABLE CURB

9) PROPOSED PAVEMENT YELLOW STRIPING (TYP.)

10) PROPOSED ASPHALT PAVING. SEE DETAIL 12 ON SHEET CS501.

11) PROPOSED CENTER LINE PAVEMENT STRIPING

(TO MATCH EXISTING)

12) CONCRETE PAVING SAWCUT JOINTS

DEMOLITION KEY NOTES:

1) SAWCUT AND REMOVE EXISTING CONCRETE SIDEWALK AT

NEAREST JOINT.

2) SAWCUT AND REMOVE EXISTING 6" CURB

3) SAWCUT AND REMOVE EXISTING 24" CONCRETE CURB AND

GUTTER.

4) EXISTING STOP SIGN (TO REMAIN)

5) EXISTING LIGHT POLE (TO REMAIN)

6) EXISTING JUNCTION BOX (TO REMAIN AND BE ADJUSTED TO NEW

GRADE)

7) EXISTING ASPHALT PAVING TO BE SAWCUT AND REMOVED IN

ORDER TO LOWER PAVEMENT ELEVATIONS FOR NEW GRADES. FULL

ASPHALT AND BASE DEPTH SHALL BE REMOVED.

8) EXISTING TREE TO REMAIN.

9) EXISTING CONCRETE SIDEWALK TO REMAIN.

10) EXISTING SANITARY SEWER LINE (TO REMAIN)

11) EXISTING GRAVEL PAVING

12) EXISTING WHEELSTOP (TO BE REMOVED)

13) CLEAR AND GRUB FOR NEW CONCRETE PLACEMENT

LEGEND

CONCRETE AND/OR CURB GUTTER TO BE

REMOVED

ASPHALT TO BE REMOVED

EXISTING STRIPING TO BE REMOVED

LIMITS OF DISTURBANCE

EXISTING CONTOURSXXXX

LOD LOD LOD

LEGEND

ASPHALT PAVING

CONCRETE SIDEWALK PAVING

HEAVY DUTY CONCRETE PAVING

GRADING AND DRAINAGE KEY NOTES:

1) PROPOSED FLUME TO DRAIN TO GRATE INLET. (SEE DETAIL 10 ON

SHEET CS501).

2) EXISTING STORM SEWER MANHOLE (TO REMAIN AND BE

ADJUSTED TO NEW GRADE). REPLACE MANHOLE COVER TO BE

TRAFFIC RATED. CONNECT PROPOSED STORM PIPE TO EXISTING

MANHOLE.

3) PROPOSED CURB RAMP. 1:13 (7.7%) MAXIMUM SLOPE IN THE

DIRECTION OF TRAVEL AND 1:67 (1.5%) MAX CROSS SLOPE.

4) PROPOSED ACCESSIBLE SIDEWALK. 1:22 (4.5%) MAXIMUM SLOPE

IN THE DIRECTION OF TRAVEL AND 1:67 (1.5%) MAXIMUM CROSS

SLOPE.

5) PROPOSED 5.5' X WIDTH OF RAMP MINIMUM FLAT LANDING AT THE

TOP/BOTTOM OF RAMP. 1:67 (1.5%) MAXIMUM SLOPE IN ALL

DIRECTIONS.

6) PROPOSED 8" HDPE STORM SEWER PIPE.

7) CONTRACTOR SHALL CONFIRM TIE-IN GRADE PRIOR TO START OF

CONSTRUCTION TO CONFIRM DESIGN GRADES CAN BE MET.

LEGEND

EXISTING CONTOURS

PROPOSED CONTOURS

EXISTING STORM PIPE

EXISTING SPOT ELEVATION

PROPOSED SPOT ELEVATION

PROPOSED TOP OF CURB / BOTTOM OF

CURB SPOT ELEVATION

XXXX.XX

XXXX

XXXX.XX

KEY PLAN

LOCATION 3

LOCATION 1

LOCATION 2

1" = 20'

SCALE IN FEET

20 10 20 40

(LOCATIONS 1 AND 2)

SITEWORK

C-100

DEMOLITION NOTES:

1) ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

INSTALLED PRIOR TO ANY WORK INCLUDING DEMOLITION.

2) ALL CONSTRUCTION RELATED PERMITS DURING THE

CONSTRUCTION PHASE OF THIS PROJECT ARE THE RESPONSIBILITY

OF THE CONTRACTOR.

3) REMOVE SHRUBS AND TREES AS NOTED. GRUB OUT ROOTS AND

STUMPS AND LEGALLY DISPOSE OF DEBRIS.

4) ALL NEW WORK SHOWN IN THESE SHEETS SHALL COMPLY WITH

APPLICABLE STATE, FEDERAL, AND LOCAL BUILDING AND UTILITY

INSTALLATION CODES.

5) ALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN

ACCORDANCE WITH VA STANDARD SPECIFICATIONS.

6) THERE MAY BE ADDITIONAL UTILITIES NOT SHOWN ON THESE

PLANS. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR

LOCATIONS SHOWN, AND IT SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR TO FIELD VERIFY THE LOCATIONS OF ALL UTILITIES

WITHIN THE LIMITS OF CONSTRUCTION AND TO NOTIFY THE COR IN

CASE OF DISCREPANCIES THAT AFFECT THE CONSTRUCTION

PROJECT.

7) CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE THAT MAY

OCCUR TO ANY ADJACENT STRUCTURES OR PROPERTY, OR ANY

EXISTING STRUCTURES WITHIN LIMITS OF CONSTRUCTION THAT ARE

DESIGNATED ON THE PLANS TO REMAIN, AND SHALL REPAIR OR

REPLACE SUCH DAMAGED PROPERTY TO THE VA SATISFACTION AT

NO COST TO THE VA.

8) THE CONTRACTOR SHALL NOT DEVIATE FROM THESE PLANS AND

SPECIFICATIONS WITHOUT THE PRIOR WRITTEN CONSENT OF THE

COR.

9) THE CONTRACTOR SHALL SEQUENCE THE WORK AND PROVIDE

TEMPORARY MEASURES AS NECESSARY TO MAINTAIN ACCESS TO

THE SITE THROUGH ALL ENTRANCES AT ALL TIMES DURING

CONSTRUCTION. TEMPORARY PROVISIONS MAY INCLUDE, BUT ARE

NOT LIMITED TO: BARRICADES, FLASHING LIGHTS, FLAGMAN,

TEMPORARY PAVEMENT, AND DIRECTIONAL SIGNAGE AS NECESSARY

TO ACCOMPLISH THE WORK.

10) CONTRACTOR SHALL CONSIDER COORDINATION ASPECTS OF

CONSTRUCTION EQUIPMENT OPERATIONS DURING DEMOLITION

ACTIVITY.

11) THE CONTRACTOR SHALL DISPOSE OF ANY HAZARDOUS

MATERIALS IN STRICT ACCORDANCE WITH ALL APPLICABLE LOCAL,

STATE, AND FEDERAL LAWS.

12) ALL ITEMS DESIGNATED FOR REMOVAL SHALL BE LEGALLY

DISPOSED OF, OFF SITE.

13) CONTRACTOR TO CONTACT UTILITIES PROTECTION CENTER

PRIOR TO ANY EXCAVATION.

14) CONTRACTOR TO POT HOLE EXISTING UTILITY LINES WITHIN THE

PROJECT AREA DURING DEMOLITION ACTIVITIES AND COORDINATE

FIELD LOCATIONS AND DEPTHS OF THESE UTILITIES WITH ENGINEER

FOR PROPOSED UTILITY CROSSINGS AND PROPOSED PAVEMENT

OVER EXISTING LINES. THESE LINES MAY REQUIRE RELOCATION.

15) ALL SUBGRADE PREP, PAVEMENTS REMOVAL/NEW PAVEMENTS

CONSTRUCTION, AND AREAS OF THE SITE TO RECEIVE FILL SHALL BE

COMPLETED IN STRICT CONFORMANCE WITH THE PROJECT

SPECIFICATIONS.

16) EROSION CONTROL DEVICES ARE TO BE INSTALLED PRIOR TO

ANY CLEARING OR EARTHWORK OPERATIONS AND SHALL BE

MAINTAINED THROUGHOUT CONSTRUCTION AND UNTIL PERMANENT

GROUND COVER IS ESTABLISHED IN ALL DISTURBED AREAS.

17) THE CONTRACTOR SHALL PROVIDE DUST CONTROL AND SHALL

PROTECT ADJACENT PAVEMENTS FROM SOIL ACCUMULATION

DURING CONSTRUCTION.

18) ADDITIONAL EROSION CONTROL DEVICES MAY BE REQUIRED BY

THE ENGINEER OR OTHER INSPECTORS AS DETERMINED BY FIELD

CONDITIONS.

19) STORM DRAINAGE STRUCTURES AND CONDUITS SHALL BE

PROTECTED FROM SEDIMENTATION AS REQUIRED BY STATE OR

LOCAL CODES.

SITE AND PAVING NOTES:

1) ALL PROPOSED DIMENSIONS USED TO SHOW THE GEOMETRIC

LAYOUT OF THE PROPOSED PARKING LOT ARE SHOWN AT THE FACE

OF CURB OR EDGE OF PAVEMENT. ALL CURB RADII ARE GIVEN AT THE

FACE OF CURB OR EDGE OF PAVEMENT.

2) CONTRACTOR SHALL NOTIFY COR OF ANY DISCREPANCIES

BETWEEN THE EXISTING CONDITIONS IN THE FIELD AND THE SURVEY

SHOWN ON THE PLANS BEFORE PROCEEDING WITH ANY NEW

CONSTRUCTION.

3) CONTRACTOR IS RESPONSIBLE FOR CORRECT HORIZONTAL AND

VERTICAL ALIGNMENT OF ALL TIES BETWEEN PROPOSED AND

EXISTING PAVEMENTS, CURB AND GUTTER, SIDEWALKS, WALLS, AND

UTILITIES.

4) ALL BUFFERS, TREE SAVE AREAS, AND UNDISTURBED AREAS

SHALL BE CLEARLY IDENTIFIED BY FLAGGING AND/OR FENCING PRIOR

TO COMMENCEMENT OF ANY LAND DISTURBANCE.

5) NO OUTSIDE STORAGE IS PROPOSED. THIS INCLUDES SUPPLIES,

VEHICLE, EQUIPMENT, PRODUCTS, ETC.

6) ALL EROSION, SEDIMENT CONTROL AND TREE PROTECTION

MEASURES SHALL BE INSTALLED PRIOR TO ANY GRADING.

7) ALL PAVEMENT MARKING SHALL BE THERMOPLASTIC AND

ACCORDING TO VA STANDARD SPECIFICATIONS.

8) MAXIMUM CUT OR FILL SLOPE=3H:IV

9) IN ALL AREAS OF FILL OR OTHERWISE DISTURBANCE OF EXISTING

CONDITIONS, UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL

FULLY AND COMPLETELY REMOVE AND LEGALLY DISPOSE OFF-SITE,

ALL PLANT MATERIALS INCLUDING BUT NOT LIMITED TO ROOT

SYSTEMS, CONCRETE, REINFORCED CONCRETE, ASPHALT DEBRIS,

UNDERBRUSH, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. THE

SUBGRADE TO REMAIN SHALL BE COMPACTED TO 98% STANDARD

PROCTOR MAXIMUM DRY DENSITY FOLLOWING FULL REMOVAL OF

THESE MATERIALS.

10) ALL SUBGRADE PREP AND AREAS OF THE SITE TO RECEIVE FILL

SHALL BE COMPLETED IN STRICT CONFORMANCE WITH THE PROJECT

SPECIFICATIONS.

11) CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION AND

MAINTENANCE OF EROSION AND SEDIMENTATION CONTROLS DURING

CONSTRUCTION FOR PROTECTION OF ADJACENT ROADWAYS.

GRADING AND DRAINAGE NOTES:

1) ALL SPOT ELEVATIONS SHOWN ARE AT THE EDGE OF PAVEMENT

UNLESS OTHERWISE NOTED.

2) ALL PROPOSED SIDEWALKS SHALL BE BUILT WITH A 1.5%

CROSS-SLOPE.

3) THE CONTRACTOR SHALL CLEAN OUT ACCUMULATED SILT IN

STORM WATER CONVEYANCE CHANNELS AND PIPES AT END OF

CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED.

4) CONSTRUCT EROSION CONTROL BARRIERS PER EROSION

CONTROL PLANS AND MAINTAIN UNTIL PERMANENT VEGETATION IS

ESTABLISHED.

5) THE CONTRACTOR SHALL RE-ESTABLISH ALL VA PROPERTY

WHICH IS DAMAGED OR DISTURBED TO ORIGINAL CONDITIONS OR

BETTER DURING AUTHORIZED WORK.

6) MAXIMUM CUT OR FILL SLOPES IS 3H:1V

7) TREE PROTECTION FENCE SHALL BE INSTALLED PRIOR TO ANY

CLEARING OR GRADING ACTIVITIES.

8) IN ALL AREAS OF FILL OR OTHERWISE DISTURBANCE OF EXISTING

CONDITIONS, UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL

FULLY AND COMPLETELY REMOVE AND LEGALLY DISPOSE OFF-SITE,

ALL PLANT MATERIALS INCLUDING BUT NOT LIMITED TO ROOT

SYSTEMS, CONCRETE, REINFORCED CONCRETE, ASPHALT DEBRIS,

UNDERBRUSH, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. THE

SUBGRADE TO REMAIN SHALL BE COMPACTED PER THE PROJECT

SPECIFICATIONS.

9) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN

QUALIFIED PROFESSIONAL ADVICE WHEN QUESTIONS ARISE

CONCERNING DESIGN AND EFFECTIVENESS OF EROSION CONTROL

DEVICES.

10) NO PORTION OF THIS PROPERTY LIES WITHIN A SPECIAL FLOOD

HAZARD AREA PER PANEL 47149C0145H DATED 01/05/2007

11) EROSION CONTROL MEASURES ARE TO BE ACCOMPLISHED

PRIOR TO ANY OTHER CONSTRUCTION ON THE SITE AND MAINTAINED

UNTIL PERMANENT GROUND COVER IS ESTABLISHED.

12) STORM WATER MANAGEMENT SHALL BE IN ACCORDANCE WITH

COUNTY, STATE, AND OTHER APPROPRIATE ORDINANCES AND

REGULATIONS IN EFFECT AT TIME OF CONSTRUCTION PLAN

APPROVAL.

GAS

W W W

B R

C O

B R

C O

G A

588 588

C O

N C

ETE SID

ALK

CONCRETE SIDEWALK

LOD

LODLODLODLODLODLOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LOD LOD LOD LOD

LOD

LODLOD

LOD

EX. BC

PR. TC586.51

586.01

586.42 585.92

586.09

586.07

585.88

586.43 586.01

586.06

586.19 586.13

585.89

585.96 585.88

585.88

585.99 585.99

585.92 585.92

586.24 585.74

EX. BC

PR. TC586.29

585.79

586.30 585.87

585.70

586.25 585.83

585.99

585.94

585.98

586.23

586.32 586.37

586.31 586.45

586.47

PR FGH INLET

PR GRATE EL = 585.88

PR INV EL = 581.96PR FGH INLET

PR GRATE EL = 585.70

PR INV EL = 581.89

PR DOGHOUSE MANHOLE

PR RIM = 585.50

PR INV IN = 581.65

EX INV OUT = 581.40

GAS

B R

C O

B R

C O

G A

C O

N C

ETE SID

ALK

CONCRETE SIDEWALK

LOD

LODLODLODLODLODLOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LOD LOD LOD LOD

LOD

LODLOD

LOD

19.93'

RAMP

8.74'

GAS

W W W

B R

C O

B R

C O

G A

588 588

C O

N C

ETE SID

ALK

CONCRETE SIDEWALK

LOD

LODLODLODLODLODLOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LOD LOD LOD LOD

LOD

LODLOD

LOD

22.73'

4.72'

4.67'8.09'

8.53'

4.89'

11.23'

18.28'

1.34'

57.45'

18.51'

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

Dwg. of

LocationLocation

Office of Construction and Facilities Management

PROJECT MANAGER: ACG Project Number

NOT FOR

CONSTRUCTION

NOT FOR

CONSTRUCTION

CONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs

AE SITEWORK &

ACCESSIBLITY

626A4-21-501

3400 LEBANON RD,

MURFREESBORO, TN 37129

20-325

4NRS ZLR

100% BID DOCUMENTS

Foresite Group, LLC 2128 Moores Mill Rd.

Suite C Auburn, AL 36830 o | 334.887.6064 f | 334.887.6024 w | www.foresitegroup.net

8, 106, 107

SCALE: 1" = 30'

SITE AND PAVING KEY NOTES:

DEMOLITION KEY NOTES:LEGEND

CONCRETE AND/OR CURB GUTTER TO BE

REMOVED

ASPHALT TO BE SAWCUT AND REMOVED

EXISTING STRIPING TO BE REMOVED

LIMITS OF DISTURBANCE

EXISTING CONTOURSXXXX

LOD LOD LOD

LEGEND

CONCRETE SIDEWALK PAVING

ASPHALT PAVING

PROPOSED CURB AND GUTTER

GRADING AND DRAINAGE KEY NOTES:LEGEND

EXISTING CONTOURS

PROPOSED CONTOURS

EXISTING STORM PIPE

EXISTING SPOT ELEVATION

PROPOSED SPOT ELEVATION

PROPOSED TOP OF CURB / BOTTOM OF

CURB SPOT ELEVATION

XXXX.XX

XXXX

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KEY PLAN

LOCATION 3

LOCATION 1

LOCATION 2

1" = 30'

SCALE IN FEET

30 15 30 60

1) SAWCUT AND REMOVE EXISTING CONCRETE SIDEWALK AT

NEAREST JOINT.

2) SAWCUT AND REMOVE EXISTING 24" CONCRETE CURB AND

GUTTER.

3) EXISTING LIGHT POLE TO REMAIN.

4) EXISTING ASPHALT PAVING TO REMAIN.

5) EXISTING TREE TO REMAIN.

6) EXISTING CONCRETE SIDEWALK TO REMAIN.

7) EXISTING CURB AND GUTTER (TO REMAIN)

8) EXISTING CURB (TO REMAIN)

9) EXISTING STORMWATER INLET (TO REMAIN)

10) EXISTING STORMWATER PIPE (TO REMAIN)

11) EXISTING ASPHALT PAVING TO BE SAWCUT, REMOVED, AND

REPLACED. IN ADDITION TO ASPHALT REMOVAL, CONTRACTOR SHALL

REMOVE AND REPLACE TOP 3" OF AGGREGATE BASE. A TOTAL DEPTH

OF REMOVAL AND REPLACEMENT SHALL BE 6.5" (ASPHALT AND GAB,

SEE DETAIL ON SHEET CS-501) EXISTING SUB BASE TO REMAIN.

12) EXISTING INLET TO BE RESET FOR NEW PAVEMENT.

13) EXISTING GATE (TO REMAIN)

14) EXISTING CURB RAMP (TO REMAIN)

1) PROPOSED ASPHALT PAVEMENT SEE DETAIL 8 ON SHEET CS501.

2) PROPOSED CROSSWALK STRIPING. SEE DETAIL ON SHEET CS501.

3) PROPOSED CONCRETE SIDEWALK. CONCRETE SIDEWALK TO TIE

INTO EXISTING WITH FLUSH AND LEVEL CONNECTION. SEE DETAIL ON

SHEET CS501.

4) EXISTING LIGHT POLE (TYP.)

5) PROPOSED CURB RAMP WITH RETURN CURBS.

SEE DETAIL CS501.

6) PROPOSED 5'X5' MINIMUM FLAT LANDING.

7) PROPOSED CENTER LINE PAVEMENT STRIPING.

8) PROPOSED SLOPE SIDEWALK WITH RETURN CURBS.

9) PROPOSED CURB AND GUTTER (TO MATCH EXISTING)

10) PROPOSED MOUNTABLE CURB (SEE DETAIL ON SHEET CS501)

11) TRANSITION CURB FROM FULL 6" TO MOUNTABLE CURB.

1) TOP OF PROPOSED ASPHALT PAVING TO TIE INTO EXISTING

ASPHALT PAVEMENT GRADE.

2) PROPOSED FRAME, GRATE, AND HOOD INLET (TYP.) (SEE DETAIL

10 ON SHEET CS501).

3) PROPOSED 12" HDPE PIPE.

4) PROPOSED CURB RAMP. 1:13 (7.7%) MAXIMUM SLOPE IN THE

DIRECTION OF TRAVEL AND 1:67 (1.5%) MAXIMUM CROSS SLOPE.

5) PROPOSED 5' DEEP X WIDTH OF RAMP MINIMUM FLAT LANDING

ALONG AT THE TOP/BOTTOM OF RAMP. 1:67 (1.5%) MAXIMUM SLOPE IN

ALL DIRECTIONS.

6) EXISTING INLET TO BE RESET FOR NEW PAVEMENT.

7) PROPOSED SLOPED SIDEWALK. 1:22 (4.5%) MAXIMUM SLOPE IN

THE DIRECTION OF TRAVEL AND 1:67 (1.5%) MAXIMUM CROSS SLOPE.

C-101

(LOCATION 3) DEMOLITION PLAN

C-101

(LOCATION 3) SITE AND PAVING PLAN

C-101

(LOCATION 3) GRADING AND DRAINAGE PLAN

(LOCATION 3) SITEWORK

C-101

3' -0

'-0

" R A

M P

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

Dwg. of

LocationLocation

Office of Construction and Facilities Management

PROJECT MANAGER: ACG Project Number

NOT FOR

CONSTRUCTION

NOT FOR

CONSTRUCTION

CONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs

AE SITEWORK &

ACCESSIBLITY

626A4-21-501

3400 LEBANON RD,

MURFREESBORO, TN 37129

20-325

4NRS ZLR

100% BID DOCUMENTS

Foresite Group, LLC 2128 Moores Mill Rd.

Suite C Auburn, AL 36830 o | 334.887.6064 f | 334.887.6024 w | www.foresitegroup.net

8, 106, 107

CONSTRUCTION AND PAVING DETAILS

CS-501

ACCESSIBLE CURB RAMP WITH

WRAPPED RETURNED CURB AND TAPERED CURB

NOT TO SCALE

MATCH

SIDEWALK WIDTH

V A

SECTION B-B

B B

UNOBSTRUCTED LANDING

4.5% MAX SLOPE IN

DIRECTION OF TRAVEL AND

1:67 MAX CROSS-SLOPE

CONSTRUCTION

JOINT

TRANSITION FROM FLAT LANDING AND

CONCRETE PAVEMENT SHALL BE FLUSH WITH

4.5% SLOPE MAX SLOPE INDIRECTION OF

TRAVEL AND 1.5% MAX CROSS-SLOPE

CURB

P E

M A

MATCH

SIDEWALK WIDTH

1:67

SLOPE MAX.

5'X5' MIN. FLAT LANDING (1.5%) 1:67

MAX SLOPE IN ALL DIRECTIONS

5' M

TOP 6" AND FACE OF TAPERED

CURB TO BE PAINTED OSHA

YELLOW

V A

P E

M A

PARALLEL ACCESSIBLE CURB RAMP

NOT TO SCALE

MATCH SIDEWALK

WIDTH

V A

SECTION B-B

6" 6"

3' -0

B B

UNOBSTRUCTED LANDING

4.5% MAX SLOPE IN

DIRECTION OF TRAVEL AND

1:67 MAX CROSS-SLOPE

CONSTRUCTION

JOINT

6' -6

" R A

M P

TRANSITION FROM FLAT LANDING AND CONCRETE

PAVEMENT SHALL BE FLUSH AND SLOPED AT NO

MORE THAN 1.5% IN ANY DIRECTION

CURB

MATCH SIDEWALK

WIDTH

5' MIN.

1:67

SLOPE MAX.

5' X WIDTH OF RAMP MIN FLAT LANDING

(1.5%) 1:67 MAX SLOPE IN ALL DIRECTIONS

5' M

TOP 6" AND FACE OF

TAPERED CURB TO

BE PAINTED OSHA

YELLOW (TYP.)

4' -0

E D

E W

V A

6" 6"

PLAN VIEW

A A1/2" EXPANSION

JOINT

SECTION A-A

SLOPE = Y/X SHALL NOT

EXCEED 1:22 AND 1:67 MAX CROSS SLOPE

ACCESSIBLE SLOPED SIDEWALK WITH CURB RETURNS

NOT TO SCALE

CURB

CONSTRUCTION

JOINT

SECTION B-B

4.5% (1:22) MAX SLOPE IN

DIRECTION OF TRAVEL AND

1:67 MAX CROSS-SLOPE

TRANSITION AT BOTTOM OF SLOPED SIDEWALK TO

BE FLUSH WITH 4.5% MAX SLOPE IN DIRECTION OF

TRAVEL AND 1.5% MAX CROSS SLOPE

SLOPED SIDEWALK WITH 1:22

(4.5%) MAXIMUM SLOPE IN

DIRECTION OF TRAVEL AND 1:67

(1.5%) MAXIMUM CROSS-SLOPE

ACCESSIBLE CURB RAMP

NOT TO SCALE

3' -0

PLAN VIEW

B B

A A

UNOBSTRUCTED LANDING

4.5% MAX SLOPE IN

DIRECTION OF TRAVEL AND

1:67 MAX CROSS-SLOPE

CONSTRUCTION

JOINT

V A

GUTTER TRANSITION

EDGE OF PAVEMENT

1/2" EXPANSION

JOINT

CURB

P E

M A

SECTION A-A

MATCH SIDEWALK

WIDTH

GUTTER TRANSITION

(SEE NOTE)

MATCH SIDEWALK

WIDTH

V A

SECTION B-B

NOTE:

IN AREAS WHERE THE GUTTER HAS A SLOPE EXCEEDING 4.5% END NORMAL

GUTTER SLOPE AT A DISTANCE OF 6 TO 10 FEET FROM THE RAMP AND BEGIN

TRANSITION TO A FLATTER GUTTER (4.5% SLOPE MAX.) NORMAL GUTTER SLOPE

SHALL BE RESUMED AT A SIMILAR DISTANCE BEYOND THE RAMP

MATCH SIDEWALK

WIDTH

6" 6"

FLATTER

GUTTER

1:67

SLOPE MAX.

TDOT SECTION 903.11 BITUMINOUS WEARING SURFACE

TDOT SECTION 401-A BITUMINOUS PRIME COAT

TDOT SECTION 903.06 BITUMINOUS TACK COAT

TDOT SECTION 424-B 636 BITUMINOUS BINDER

EXISTING SUB-BASE (TO REMAIN)

TDOT SECTION 903.05 CRUSHED AGGREGATE BASE

(100% MODIFIED DENSITY)

1.5" 2"

SOUTHVIEW DRIVE ASPHALT REPLACEMENT DETAIL

NOT TO SCALE

4,000 PSI COMPRESSIVE STRENGTH CONCRETE WITH 3

LBS PER CY OF MACROFIBERS

TDOT DENSE GRADED AGGREGATE BASE

(100% MODIFIED DENSITY)

EXISTING SUB-GRADE OR STRUCTURAL FILL SHALL BE

COMPACTED TO 98% STANDARD PROCTOR MAXIMUM DRY

DENSITY. PROOFROLLING SHALL BE PERFORMED AND

APPROVED BY AN INDEPENDENT TESTING AGENCY AND

SENT TO THE OWNER FOR VERIFICATION

12"

(MIN)

NOTE:

1. DETAIL REFLECTS HEAVY DUTY CONCRETE PAVING RECOMMENDATION BY PROJECT GEOTECHNICAL ENGINEER.

2. A TACK COAT SHALL BE APPLIED BETWEEN THE H/D SECTION AND THE ON-SITE ASPHALT SECTION.

3. CONCRETE CONTRACTION JOINTS SHALL BE LOCATED AT NO LESS THAN 12' ON CENTER. THE JOINTS SHALL EXTEND TO A DEPTH

1/4 OF THE SLAB THICKNESS. IF SAW CUTTING THE JOINTS IS TO BE EMPLOYED, THE JOINTS SHOULD BE CUT WHILE THE CONCRETE IS STILL "GREEN" AND AS SOON AFTER PLACEMENT AS THE EQUIPMENT CAN BE MOVED ONTO THE PAVEMENT

WITHOUT DISTURBING THE CONCRETE FINISH.

HEAVY DUTY CONCRETE PAVING

NOT TO SCALE

PRE-MOLDED FILLER

0.5" R0.125"

(TYP.)

ISOLATION JOINT

JOINT SEALANT IS TO BE FLUSH WITH

PAVING SURFACE.

CONTRACTION JOINT

0.125"

1.75"

R0.125"

(TYP.)

HOT POUR OR LIQUID ASPHALT SEALANT

CONFORMING TO ASTMD6690 OR SILICONE JOINT

SEALANT CONFORMING TO ASTMD5893

D E

NOTE:

UNLESS OTHERWISE NOTED ON PLANS, CONTRACTION JOINTS TO BE SAWCUT AT 12'-0" O.C. MAX AND ISOLATION JOINTS TO BE ADJACENT TO CURB AND GUTTER, CHANGE OF DIRECTION, OTHER WALK, UTILITY

APPURTENANCE, COLD JOINTS, OR FACE OF STRUCTURE.

MOUNTABLE CONCRETE CURB AND GUTTER

NOT TO SCALE

5'-0" MIN. OR WIDTH OF

SIDEWALK WHICHEVER

IS GREATER (BUT NOT

MORE THAN 1' BEYOND

EDGE OF SIDEWALK)

2'-0"(TYP.)

45°

4" SOLID YELLOW

REFLECTIVE

TRAFFIC PAINT

NOTE: ALL DIMENSIONS ARE

TO THE CENTER OF STRIPE

CROSSWALK STRIPING

NOT TO SCALE

CONCRETE SIDEWALK

NOT TO SCALE

FGH INLET

NOT TO SCALE

CS-501

PROPOSED TRUNCATED DOMES

TRUNCATED DOME DETAIL

NOT TO SCALE

CS-501

GUTTER SECTION

TO MATCH EXISTING

TDOT SECTION 903.11 BITUMINOUS

WEARING SURFACE

TDOT SECTION 401-A BITUMINOUS

PRIME COAT

TDOT SECTION 903.06

BITUMINOUS TACK COAT

TDOT SECTION 424-B 636

BITUMINOUS BINDER

TDOT SECTION 230 IMPROVED ROADBED

(100% STANDARD DENSITY)

TDOT SECTION 903.05 CRUSHED

AGGREGATE BASE

(100% MODIFIED DENSITY)

1.5" 2"

ASPHALT PAVING

NOT TO SCALE

CS-501

Sheets and Views

G-001 COVER

C-100 (LOCATIONS 1 AND 2) SITEWORK

C-101 (LOCATION 3) SITEWORK

CS-501 CONSTRUCTION AND PAVING DETAILS

File details come from the government source that posted it. Updated Jan 6, 2023.