Revised drawings.pdf

PDF 2 MB Posted Mar 16, 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 document package includes construction drawings and specifications for a Department of Veterans Affairs sitework and accessibility project. The drawings show demolition plans, site plans, and grading/drainage plans for locations 1 through 3 at a VA medical center campus. The specifications include construction and paving details, pipe bedding requirements, and standard installation types. The solicitation is for sitework and accessibility improvements including sidewalk, pavement, and drainage work. The contracting agency is the VA Veterans Health Administration VISN 9. The incumbent contractor will be responsible for demolition, concrete, asphalt, drainage and related site construction in accordance with the drawings and specifications provided.

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Other files for this federal contract opportunity

Other files attached to Z2LB--626A4-21-501 - Sitework and Accessibility, newest first.
File	Type	Posted
36C24923B0005 0004.docx	DOCX document	Mar 16, 2023
Header - List of Attachments.txt	TXT text file	Mar 16, 2023
36C24923B0005 0003.docx	DOCX document	Mar 9, 2023
36C24923B0005 0002.docx	DOCX document	Mar 6, 2023
36C24923B0005 0001.docx	DOCX document	Feb 28, 2023
36C24923B0005_1.pdf	PDF	Jan 31, 2023
626A4-21-501 Combined Specs Sitework and Acc.pdf	PDF	Jan 31, 2023
626A4-21-501 Sitework and Acc Signed Drawings.pdf	PDF	Jan 31, 2023
WD TN20230147 01062023.pdf	PDF	Jan 31, 2023

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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

01 ADDENDUM 02/15/22

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

XXXX.XX

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 15" HDPE PIPE. SEE BEDDING DETAIL 6 ON CS-502.

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.

8) PROPOSED 15" RCP. USE TYPE 2 INSTALLATION. SEE DETAIL 1 ON

CS-502.

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

02/16/2022

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

01 ADDENDUM 02/15/22

CONSTRUCTION AND PAVING DETAILS

CS-502

60"

30"

54"

48"

42"

36"

18"

24"

15"

12"

96"

56"

88"

80"

72"

64"

39"

48"

34"

30"

PIPE DIAM. MIN. TRENCH WIDTH

10"

26"

28"

23"

21"

RECOMMENDED MINIMUM TRENCH WIDTHS

HEAVY CONSTRUCTION

(75T AXLE LOAD) *

48"

60"

12"

24"54" - 60"

12" - 48"

PIPE DIAM.

SURFACE LIVE LOADING CONDITION

MINIMUM RECOMMENDED COVER BASED ON LOADING CONDITIONS

H-25

* VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER

NOTES:

1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATEST ADDITION

2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED.

3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN

ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL.

4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 4"-24" (100mm-600mm); 6" (150mm) FOR 30"-60" (750mm-900mm).

5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR III IN THE PIPE ZONE EXTENDING NOT LESS THAN 6" ABOVE CROWN OF PIPE.

THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS

REQUIRED IN ASTM D2321, LATEST EDITION.

6. MINIMUM COVER: MINIMUM COVER, H, IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" UP TO 48" DIAMETER PIPE AND 24" OF COVER FOR 54"-60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT

OR TO TOP OF RIGID PAVEMENT.

CS-502

RCP BEDDING, TRENCHING, AND BACKFILL

NTS

NOTES:

1. COMPACTION AND SOIL SYMBOLS - I.E. “95% CATEGORY I”- REFERS TO CATEGORY I SOIL MATERIAL WITH

MINIMUM STANDARD PROCTOR COMPACTION OF 95%. SEE TABLE FOR EQUIVALENT MODIFIED PROCTOR

VALUES.

2. SOIL IN THE OUTER BEDDING, HAUNCH, AND LOWER SIDE ZONES, EXCEPT UNDER THE MIDDLE 1/3 OF THE PIPE, SHALL BE COMPACTED TO AT LEAST THE SAME COMPACTION AS THE MAJORITY OF SOIL IN THE OVERFILL ZONE.

3. FOR TRENCHES, TOP ELEVATION SHALL BE NO LOWER THAN 0.1 H BELOW FINISHED GRADE OR, FOR ROADWAYS, ITS TOP SHALL BE NO LOWER THAN AN ELEVATION OF 1 FOOT BELOW THE BOTTOM OF THE PAVEMENT BASE

MATERIAL.

4. FOR TRENCHES, WIDTH SHALL BE WIDER THAN SHOWN IF REQUIRED FOR ADEQUATE SPACE TO ATTAIN THE

SPECIFIED COMPACTION IN THE HAUNCH AND BEDDING ZONES.

5. FOR TRENCH WALLS THAT ARE WITHIN 10 DEGREES OF VERTICAL, THE COMPACTION OR FIRMNESS OF THE SOIL

IN THE TRENCH WALLS AND LOWER SIDE ZONE NEED NOT BE CONSIDERED.

6. FOR TRENCH WALLS WITH GREATER THAN 10 DEGREE SLOPES THAT CONSIST OF EMBANKMENT, THE LOWER SIDE SHALL BE COMPACTED TO AT LEAST THE SAME COMPACTION AS SPECIFIED FOR THE SOIL IN THE BACKFILL

ZONE.

7. SUBTRENCHES

7.1. A SUBTRENCH IS DEFINED AS A TRENCH WITH ITS TOP BELOW FINISHED GRADE BY MORE THAN 0.1 H OR, FOR ROADWAYS, ITS TOP IS AT AN ELEVATION LOWER THAN 1FT. BELOW THE BOTTOM OF THE PAVEMENT

BASE MATERIAL.

7.2. THE MINIMUM WIDTH OF A SUBTRENCH SHALL BE 1.33 OUTSIDE Ø OR WIDER IF REQUIRED FOR ADEQUATE

SPACE TO ATTAIN THE SPECIFIED COMPACTION IN THE HAUNCH AND BEDDING ZONES.

7.3. FOR SUBTRENCHES WITH WALLS OF NATURAL SOIL, ANY PORTION OF THE LOWER SIDE ZONE IN THE SUBTRENCH WALL SHALL BE AT LEAST AS FIRM AS AN EQUIVALENT SOIL PLACED TO THE COMPACTION REQUIREMENTS SPECIFIED FOR THE LOWER SIDE ZONE AND AS FIRM AS THE MAJORITY OF SOIL IN THE OVERFILL ZONE, OR SHALL BE REMOVED AND REPLACED WITH SOIL COMPACTED TO THE SPECIFIED LEVEL.

SIDD SOIL

GRAVELLY

SAND

(CATEGORY I)

MODIFIED

PROCTOR

STANDARD

PROCTOR

STANDARD

AASHTO

A1, A3

PERCENT COMPACTION

GM, SM, ML,

ALSO GC, SC

WITH LESS

THAN 20%

PASSING

#200 SIEVE

SANDY

SILT

(CATEGORY II)

USCS,

SW, SP,

GW, GP

A2, A4 95

REPRESENTATIVE SOIL TYPES

CL, MH,

GC, SC

SILTY

CLAY

(CATEGORY III)

A5, A6 90

CS-502

THE SELECTION OF STANDARD INSTALLATION:

SELECTION SHOULD BE BASED ON AN EVALUATION OF THE QUALITY OF CONSTRUCTION AND INSPECTION ANTICIPATED. A TYPE 1 STANDARD INSTALLATION REQUIRES THE HIGHEST CONSTRUCTION QUALITY AND DEGREE OF INSPECTION. REQUIRED CONSTRUCTION QUALITY IS REDUCED FOR A TYPE 2 STANDARD INSTALLATION, AND REDUCED FURTHER FOR A TYPE 3 STANDARD INSTALLATION. A TYPE 4 STANDARD INSTALLATION REQUIRES VIRTUALLY NO CONSTRUCTION OR QUALITY INSPECTION. CONSEQUENTLY, A TYPE 4 STANDARD INSTALLATION WILL REQUIRE A HIGHER STRENGTH PIPE, AND A TYPE I STANDARD INSTALLATION WILL REQUIRE A LOWER STRENGTH PIPE FOR THE SAME DEPTH OF INSTALLATION.

O.D. (OUTSIDE

DIAMETER)

I.D. IN

SIDE

DIAMETER

SUITABLE

FOUNDATION

INSTALLATION

TYPE

O.D./24 MIN., NOT LESS THAN

75 MM (3"). IF ROCK

FOUNDATION, O.D./12 MIN.,

NOT LESS THAN 150 MM (6").

BEDDING THICKNESS HAUNCH AND

OUTER BEDDING

95% CATEGORY I 90% CATEGORY I,

95% CATEGORY II,

100% CATEGORY III

TYPE 1

LOWER SIDE

90% CATEGORY I,

95% CATEGORY II

85% CATEGORY I,

90% CATEGORY II,

95% CATEGORY III

TYPE 2

85% CATEGORY I,

90% CATEGORY II,

95% CATEGORY III

TYPE 3 85% CATEGORY I,

90% CATEGORY II,

95% CATEGORY III

NO BEDDING REQUIRED,

EXCEPT IF ROCK

FOUNDATION, USE O.D./12

MIN., NOT LESS THAN 150

MM (6").

NO COMPACTION

REQUIRED, EXCEPT

IF CATEGORY III,

THEN USE 85%

TYPE 4

O.D./24 MIN., NOT LESS THAN

75 MM (3"). IF ROCK

FOUNDATION, O.D./12 MIN.,

NOT LESS THAN 150 MM (6").

O.D./24 MIN., NOT LESS

THAN 75 MM (3"). IF ROCK

FOUNDATION, O.D./12 MIN.,

NOT LESS THAN 150 MM (6").

NO COMPACTION

REQUIRED, EXCEPT

IF CATEGORY III,

THEN USE 85%

STANDARD INSTALLATIONS SOIL AND MINIMUM COMPACTION REQUIREMENTS

SPRINGLINE

O.D./6

(MIN.) O.D. (MIN.)

O.D./3 OUTER BEDDING MATERIALS

BEDDING

MIDDLE BEDDING LOOSELY

PLACED UNCOMPACTED

BEDDING EXCEPT TYPE 4

LOWER

SIDE

HAUNCH

OVERFILL SOIL

CATEGORY I, II, III

02/16/2022

Sheets and Views

C-101 (LOCATION 3) SITEWORK

CS-502 CONSTRUCTION AND PAVING DETAILS

File details come from the government source that posted it. Updated Mar 16, 2023.