36C78619B0007-A0004003.pdf

PDF 2 MB Posted Apr 16, 2019

Attached to: CONTRACT AWARD | CONTRACTOR: HAMILTON PACIFIC CHAMBERLAIN LLC | IFB (FY-19) | MEMPHIS NATIONAL CEMETERY | PROJECT #860IC3027 | RENOVATE SITE AND BUILDINGS TO CORRECT FCA | SUBJCET TO AVAILABILITY OF FY-19 FUNDS. PM: HOMAYOUN
Solicitation number: 36C78619B0007
Issued by: Department of Veterans Affairs National Cemetery Administration

About this file

From the source

36C78619B0007 A0004 MEMPHIS NTL RFI 4 Attachment.pdf

View the file

Other files

File	Type	Posted
36C78619C0085-000.docx	DOCX document	May 9, 2019
36C78619B0007-A0006000.docx	DOCX document	Apr 23, 2019
36C78619B0007-A0006001.pdf	PDF	Apr 23, 2019
36C78619B0007-A0006002.pdf	PDF	Apr 23, 2019
36C78619B0007-A0005000.docx	DOCX document	Apr 19, 2019
36C78619B0007-A0004002.pdf	PDF	Apr 16, 2019
36C78619B0007-A0004001.pdf	PDF	Apr 16, 2019
36C78619B0007-A0004000.docx	DOCX document	Apr 16, 2019
36C78619B0007-A0003001.pdf	PDF	Apr 13, 2019
36C78619B0007-A0003000.docx	DOCX document	Apr 13, 2019
36C78619B0007-A0002000.docx	DOCX document	Apr 1, 2019
36C78619B0007-A0001000.docx	DOCX document	Mar 28, 2019
36C78619B0007-009.pdf	PDF	Mar 15, 2019
36C78619B0007-007.docx	DOCX document	Mar 15, 2019
36C78619B0007-010.pdf	PDF	Mar 15, 2019
36C78619B0007-011.pdf	PDF	Mar 15, 2019
36C78619B0007-008.pdf	PDF	Mar 15, 2019
36C78619B0007-000.docx	DOCX document	Mar 7, 2019

Show all 18

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.

SEE SHEET C1.06

SEE SHEET C1.02

SEE SHEET C1.04

SEE SHEET C1.07

SEE SHEET C1.06

SEE SHEET C1.03

SEE SHEET C1.06

SEE SHEET C1.05

OPERATIONS YARD

MAINTENANCE BUILDING

ILD

PIC /

ADMINISTRATION

BUILDING

COMMITTAL

SHELTER, N.I.C.

ASSEMBLY

AREA

SEE SHEET C1.07

MORGAN DRIVE

MEMPHIS DRIVE

MORGAN DRIVE

MEMPHIS DRIVE

SHILOH CIRCLE

94+00

BP: 0+00.00

EP: 58+28.09

PI: 24+01.14

PC: 4+18.71

PC: 8+56.84

PC: 24+28.15

PC: 33+72.53

PT: 4+42.04

PT: 8+99.65

PT: 24+80.98

: 3

.00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+00

10+00

11+00

12+00

13+00

14+00

15+00

16+00

17+00

18+00

19+00

20+00

21+00

22+00

23+00

24+00

25+00

26+00

27+00

28+00

29+00

30+00

31+00

32+00

33+00

34+00

BP: 60+00.00

EP: 81+32.51

60+00

61+00

62+00

63+00

64+00

65+00

66+00

67+00

68+00

69+00

70+00

71+00

72+00

73+00

74+00

75+00

76+00

77+00

78+00

79+00

80+00

81+00

81+33

BP: 93+00.00

EP: 94+96.02

BP: 82+00.00

PCC: 91+71.40

PCC: 87+47.45

83+00

84+00

85+00

86+00

87+00

88+00

92+00

EP: 92+82.42

PCC: 91+71.40

PCC: 87+47.45

ROAD CENTERLINE

100+00 ROAD CENTERLINE STATIONING

FULL-DEPTH ASPHALT PAVEMENT

PARTIAL-DEPTH ASPHALT PAVEMENT

HEAVY DUTY CONCRETE PAVEMENT

MOUNTABLE CURB & GUTTER

DEPRESSED CURB & GUTTER

PARKING STRIPING

SOIL BORING / PAVEMENT CORING

SITE WALL

FLOWER WATERING STATION

TRASH RECEPTACLE

BOLLARD

SIGN

EXISTING BURIALS

EXISTING PROPERTY FENCE

EXISTING TREE LINE

EXISTING TREE - CONIFEROUS

Legend

GRADING

SAWCUT

CONCRETE SIDEWALK

0 160'80'40'

201 DEPOT STREET

ANN ARBOR, MI 48104

734.662.4457 www.smithgroupjjr.com

901 K STREET NW SUITE 400

WASHINGTON, DC 20001

202.842.2100 www.smithgroupjjr.com

(NOT TO SCALE)

KEY PLAN

OVERALL SITE - LAYOUT PLAN

PLAN 1"= 80' - 0"

1. CURB DIMENSIONS ARE TO BACK OF CURB, UNLESS OTHERWISE NOTED.

2. CONTRACTOR SHALL MAKE ADJUSTMENTS TO THE LAYOUT AS DIRECTED BY THE COTR AND

CEMETERY DIRECTOR TO ENSURE PROPER CONNECTION TO EXISTING FACILITIES AND SITE

AMENITIES.

3. PROPOSED CURBS TO BE FIELD STAKED FOR APPROVAL OF THE COTR AND CEMETERY DIRECTOR

PRIOR TO INSTALLATION.

4. HATCH PATTERNS ARE FOR REFERENCE ONLY. HATCHES DO NOT REPRESENT DIRECTIONAL LAYOUT

OR PATTERN OF MATERIALS.

5. CONTRACTOR SHALL SET AUXILIARY BENCHMARKS AS REQUIRED TO LAYOUT AND CONSTRUCT

WORK.

6. SITE FURNISHING LOCATIONS SHALL BE APPROVED BY THE COTR AND CEMETERY DIRECTOR PRIOR

TO INSTALLATION.

7. INSTALL EXPANSION JOINTS AT ALL CURB/SIDEWALK, BUILDING/SIDEWALK OR PAVEMENT,

WALL/SIDEWALK OR PAVEMENT AND SLAB ON GRADE/PAVEMENT INTERFACES AND AT ALL FIXED

OBJECTS TO REMAIN (EXISTING BUILDING, WALLS, PAVEMENT, ETC.)

8. CONTRACTOR TO VERIFY WORK IN ADMINISTRATION/PUBLIC INFORMATION CENTER BUILDING THAT

REMAINS TO BE COMPLETED. REFER TO ARCHITECTURAL DRAWINGS.

LAYOUT NOTESGENERAL NOTES:

1. SURVEY BACKGROUND OBTAINED FROM SURVEY DATED SEPTEMBER 27, 2011

PREPARED BY SMITHGROUPJJR AND SIGNED BY JOHN K. PIATT, RLS FOR MEMPHIS

NATIONAL CEMETERY. BELOW GROUND RECORD UTILITY INFORMATION WAS

PROVIDED BY THE VA AND WAS NOT SURVEYED BY SMITHGROUPJJR. AS SUCH

SMITHGROUPJJR MAKES NO GUARANTEE NOR ASSUMES ANY LIABILITY AS TO THE

COMPLETENESS AND/OR ACCURACY OF THE BELOW GROUND UTILITY INFORMATION

AS RECORD DRAWINGS WERE SUPPLIED BY THE GOVERNMENT FOR USE AS THE

UTILITY SURVEY BASE. UTILITIES WITHIN OPERATIONS YARD ARE BASED ON

SMITHGROUPJJR PLANS, DATED MAY 31, 2013.

2. THE LAYOUT OF FACILITIES SHOWN ON THIS DRAWING ARE BASED ON THE

HORIZONTAL AND VERTICAL CONTROL SYSTEM DESCRIBED ON THE SURVEY

DRAWING. SURVEY PROVIDED BY SMITHGROUPJJR , SEPTEMBER 27, 2011.

3. SITE COORDINATES ARE SHOWN FOR CONSTRUCTION BASELINES AND KEY

FEATURES ONLY. AN ELECTRONIC COPY OF AN AUTOCAD 2010 DRAWING FILE WILL

BE PROVIDED FOR LAYOUT OF PROPOSED FACILITIES DESIGNED BY

SMITHGROUPJJR AND SHOULD BE USED ONLY FOR THOSE FACILITIES. NO

GUARANTEE IS MADE BY SMITHGROUPJJR FOR THE ACCURACY OF WORK PROVIDED

BY OTHERS.

4. SEE SITE SURVEY DRAWINGS FOR LEGEND OF EXISTING FEATURES.

5. BEFORE ANY EXCAVATION ON THE SITE, CONTACT TENNESSEE ONE-CALL SYSTEM,

INC. (PHONE: 800-351-1111; ALTERNATE: 615-366-1987) TO LOCATE ANY EXISTING

UTILITIES ON THE SITE. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE

LOCATION OF ALL BURIED UTILITIES IN THE AREAS OF WORK BEFORE STARTING

OPERATIONS. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY BURIED CONDUIT,

CABLES, OR PIPING DAMAGED DURING THE INSTALLATION OF THIS WORK.

CONTRACTOR TO CONFIRM LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO

START OF CONSTRUCTION. ALL UTILITIES SHALL BE FIELD LOCATED A MINIMUM OF

48 HOURS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES WITH

THIS DRAWING SHALL BE REPORTED IN WRITING TO THE CONTRACTING OFFICER'S

TECHNICAL REPRESENTATIVE(COTR) AND CEMETERY DIRECTOR IMMEDIATELY.

6. IN THE EVENT OF ANY DISCREPANCIES BETWEEN THESE CONTRACT DOCUMENTS

AND THE ELECTRONIC FILES, THE DRAWINGS WILL CONTROL. NOTIFY THE COTR AND

CEMETERY DIRECTOR IMMEDIATELY WHEN ANY DISCREPANCY IS NOTED.

7. ALL CONTROL OF TRAFFIC REQUIRED TO PERFORM THE WORK SHALL BE THE

CONTRACTOR'S RESPONSIBILITY IN ACCORDANCE WITH TDOT STANDARDS AND

SPECIFICATIONS. CONTRACTOR SHALL COORDINATE ALL TRAFFIC CONTROL

MEASURES WITH THE COTR AND CEMETERY DIRECTOR PRIOR TO INSTALLATION.

8. THE WALKWAYS AND ACCESS TO OCCUPIED BUILDINGS MUST REMAIN OPEN TO

PEDESTRIANS AT ALL TIMES.

9. ABSOLUTELY NO DEMOLITION OR CONSTRUCTION SHALL OCCUR OVER

GRAVESITES/EXISTING BURIALS.

AutoCAD SHX Text

TOWNES AVENUE (ASPHALT)

AutoCAD SHX Text

JACKSON AVENUE (ASPHALT)

AutoCAD SHX Text

GREY ROAD (ASPHALT)

AutoCAD SHX Text

RUSKIN RD.

AutoCAD SHX Text

ELLIOT RD.

AutoCAD SHX Text

ADDISON RD.

AutoCAD SHX Text

SALEM ST. (ASPHALT)

AutoCAD SHX Text

RAIL ROAD

AutoCAD SHX Text

RAIL ROAD

AutoCAD SHX Text N

AutoCAD SHX Text

SCALE 1"= 80'

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved:

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Drawing

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

PIC/ADMIN AND MAINT. BLDGS,

AutoCAD SHX Text

AND SITE IMPROVEMENTS

AutoCAD SHX Text

MEMPHIS, TENNESSEE

AutoCAD SHX Text

LAND. ARCH/CIVIL ENG.:

AutoCAD SHX Text

MEMPHIS NATIONAL CEMETERY -

AutoCAD SHX Text

860CM3017C

AutoCAD SHX Text 2017/06/02

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

AutoCAD SHX Text Reference

AutoCAD SHX Text Number

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

SECURITY

AutoCAD SHX Text

ARCHITECTURE/STRUC-MECH-ELEC-PLMB ENG

AutoCAD SHX Text

OFFICE OF DESIGN AND CONSTRUCTION

AutoCAD SHX Text Bid Documents

AutoCAD SHX Text 6/2/17

AutoCAD SHX Text

LAYOUT - OVERALL

AutoCAD SHX Text C1.01

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text vacoKazemih Rectangle vacoKazemih Text Box

NIC

vacoKazemih Rectangle vacoKazemih Polygon vacoKazemih Text Box Replace existing mainline and lateral line, sprinkler head.

vacoKazemih Text Box

LIMIT OF IRRIGARION WORK THIS PROJECT

vacoKazemih Rectangle

Z Drawings 2-19-2019
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
38
39
40
41
42
43
44
45
46
47
48
49

Binder1

Plan 94

Plan 95

Plan 96-1

Plan 100

Plan 104

Plan 113

Plan 117

File details come from the government source that posted it.