36C78618B0070-00003002.pdf

PDF 1 MB Posted Jan 19, 2018

Attached to: Road word, irrigation, storage building at Memphis National Cemetery
Solicitation number: 36C78618B0070
Issued by: Department of Veterans Affairs National Cemetery Administration

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36C78618B0070 00003 Attached#2 for RFI#8.pdf

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2+00

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BP: 60+00.00

C1.11 CONCRETE SIDEWALK

GETTYSBURG ADDRESS

SIGN

VISITOR PARKING (3 SPACES)

VISITOR PARKING (3

SPACES)

EXISTING PUMP

HOUSE

FLOWER WATERING STATION

LOCATION AT STA 61+07.

STAFF PARKING (7 SPACES)

HEAVY DUTY

CONCRETE

PAVEMENT

SLAB ON GRADE, SEE

STRUCTURAL PLANS

FOR DETAILS

HEAVY DUTY CONCRETE PAVEMENT

CONCRETE SIDEWALK

REFUSE DUMPSTER

(30 CY VOLUME)

CONVAULT TANK

BOLLARD, TYP.

WHEELSTOP, TYP.

GATEWAY

IMPROVEMENTS

VEHICLE WASHING

AREA

VEHICLE WASHING RACK

SEE PLUMBING DRAWINGS

BOLLARD, TYP.

STAFF PARKING (3 SPACES)

MASONRY SECURITY WALL FOR

MAINTENANCE YARD (10' HT.)

EXISTING CONCRETE PAVEMENT

ADMINISTRATION /

PUBLIC INFORMATION

CENTER BUILDING

(SEE LAYOUT NOTE 8)

MAINTENANCE BUILDING

COVERED STORAGE

STRUCTURE

R7.00'

2.00' 5.00'

2.00'

R15.

00'

.00

' T

9.00' TYP.

85.28'

.04

43.25'

.04

.50

8.5

28.00'

.71

.00

.12

.55

129.62'

.82

45.73'

2.00' 20.00' 2.00'6.00' 2.00'

.13

5.3

OPERATIONS YARD

5.8 8'

C1.13

C1.12

C1.11

C1.12

C1.11

C1.12

MAINTENANCE EGRESS STAIRS 2

C1.12

R15 .00

10.03'

C1.12WHEELSTOP, TYP.

8.00'

7.6 6'

2.03'

C1.10

N 10319.73 E 10481.02

N 10228.84 E 10414.38

N 10290.96 E 10371.99

N 10405.82 E 10340.49

EXPANSION JOINT11

C1.11

CONSTRUCT CONTROL JOINTS

EVENLY SPACED PERPENDICULAR

TO ADJACENT STRUCTURES,

MAXIMUM SPACING 15'

C1.12

BOLLARD, TYP.6

C1.12

BOLLARD, TYP.6

C1.12

BOLLARD, TYP.6

C1.12

PROVIDE GATE

OPERATOR SWITCH

EXPANSION JOINT

C1.11

EXPANSION JOINT11

C1.11

SLAB ON GRADE, SEE

STRUCTURAL PLANS

FOR DETAILS

5.00' 19.35'

R7.00'

BEGIN FULL DEPTH RESTORATION

STA: 2+15.7

10.00'

CURB TRANSITION

24 INCH MOUNTABLE CURB

& GUTTER 1

C1.11

STA:2+14.54

OFF:12.00'R

STA:2+62.00

OFF:12.09'R

STA:2+92.74

OFF:12.00'R

STA:3+73.49

OFF:12.00'R

STA:2+38.01

OFF:12.00'L

STA:3+18.35

OFF:12.00'L

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 20'10'5'

ADMINISTRATION + MAINTENANCE AREA

PLAN 1"= 10' - 0"

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

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 NOTES

GENERAL 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.

(NOT TO SCALE)

KEY PLAN

AutoCAD SHX Text N

AutoCAD SHX Text

SCALE 1"=10'

AutoCAD SHX Text

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 - ADMIN + MAINTENANCE AREA

AutoCAD SHX Text C1.02

AutoCAD SHX Text

AutoCAD SHX Text N

Vince Mazzola Typewritten Text Are these walls new or existing?

If new, please provide structural details and top of wall / top of footing elevations.

Vince Mazzola Cloud

Vince Mazzola Arrow

Vince Mazzola Typewritten Text Is this landing with stair new or existing?

Graphically it seems to be showing new concrete.

If this is new, please provide elevations and structural design for the stair and wall around the elevated landing.

Vince Mazzola Cloud

Vince Mazzola Arrow

E D

SW-1, TYP ALL CMU WALLS

SW-1, TYPICAL ALL CMU

WALLS

SOG-5

CANTILEVERED CMU

SCREENWALL. COORD

EXACT LOCATION WITH

CIVIL/LANDSCAPE.

H G F

W8X

TOF EL 95' - 7 3/4"

95' - 7 3/4"

TOF EL

SB2.22

BRICK LEDGE

ELEVATION 97'-3 3/4"

BRICK LEDGE

ELEVATION 97'-3 3/4"

SB2.22

SF-28

SB2.22

TOF EL 94' - 7 3/4"

SB2.22

BRICK LEDGE EL 96'-7 3/4"

EXISTING BUILDING

SB2.22

TOW EL

106'-9 1/2"

TOW EL

106'-9 1/2"

SF3.11

TYP

SOG-5

COORD TOC EL WITH

CIVIL/LANDSCAPE

SOG-5

SOG-5 SOG-5 SOG-5

CJ OR CONSTR

JT , TYP

CANTILEVERED CMU

SCREENWALL. COORD

EXACT LOCATION WITH

CIVIL/LANDSCAPE

STEP FTG

TOF EL 95' - 7 3/4"

COORD TOC EL WITH

CIVIL/LANDSCAPE

TOF EL 97' - 9 3/4" STEP FTG

BRICK LEDGE EL 98'-2 3/4"

BRICK LEDGE EL 97'-1 3/4"

E D

W10X22

X3 /8

8" P

L H

X8 X3

3/ 8"

P L

X3 /8

8" P

W10X22

X3 /8

8" P

L H

X8 X3

3/ 8"

P L

X3 /8

8" P

W10X22

R D

-1 .5

CANTILEVERED CMU

SCREENWALL (BELOW)

SW-1, TYP ALL INTERIOR

AND EXTERIOR CMU WALLS

3/ 4"

R D

-1 .5

R D

-1 .5

H G F

W10X22

C10X15.3

W10X22

10' - 10" 11' - 0" 10' - 10"

- 2

- 1 0"

2' - 4" 2' - 4"

ROOF PROFILE

HIGH POINT TOS EL

LOW POINT TOS EL

HIGH POINT TOS EL

LOW POINT TOS EL

HSS6X

1/2

HSS6X

1/2

HSS6X

1/2

HSS6X

1/2

HSS6X

1/2

HSS6X

1/2

HSS6X

1/2

PROVIDE SHIM WELDED TO EMBED

PLATE PER C1/SF3.21 IN TOP OF CMU

WALL AND BEAM BOTTOM FLANGE

RD-1.5

SF3.31

SF3.21

SF3.31

CANTILEVERED CMU

SCREENWALL. COORD EXACT

LOCATION WITH ARCH.

TYP @

INTERIOR

CMU WALL

TYP @

INTERIOR

CMU WALL

SF3.21

Pl ot

D at e:

o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321 10

Project Title

Location

Date Checked Drawn

Project Number

Drawing Reference Number

Drawing Number

Office of Construction and Facilities Management

Drawing Title

Approved: Director, Design and Construction Services

REVISIONS DATE

CONSULTANTS: LAND. ARCH/CIVIL ENG.:

SECURITY ARCHITECTURE/STRUC-MECH-ELEC-PLMG ENG

901 K STREET NW SUITE 400

WASHINGTON, DC 20001

202.842.2100 www.smithgroupjjr.com

201 DEPOT STREET

ANN ARBOR, MI 48104

734.662.4457 www.smithgroupjjr.com 2013/05/31 2013/05/31

MEMPHIS, TENNESSEE

MEMPHIS NATIONAL CEMETERY -

PIC/ADMIN AND MAINT BLDGS, SHELTER

AND SITE IMPROVEMENTS

860CM3017A

SB1.11

STORAGE BUILDING FOUNDATION

AND ROOF FRAMING PLAN

AKR

SCALE: 1/8" = 1'-0"F4

STORAGE BUILDING ROOF FRAMING

PLAN

SB1.1.1 MAINTENANCE AND STORAGE FOUNDATION NOTES

5. VERIFY LOCATION OF SLAB DEPRESSIONS WITH

ARCHITECTURAL.

6. "STEP FTG" INDICATES BOTTOM OF GRADE WALL

AND WALL FOOTING TO BE STEPPED PER TYPICAL

DETAILS.

7. COORDINATE FINAL BRICK LEDGE ELEVATIONS

WITH GRADE AND ARCHITECTURAL EXTERIOR

WALL.

8. PROVIDE SLEEVE THROUGH CONCRETE GRADE

WALL FOR MECH UTILITIES. COORDINATE EXACT

LOCATION AND ELEVATION OF SLEEVE WITH

MECHANICAL.

SB1.1.1 MAINTENANCE AND STORAGE FOUNDATION NOTES

1. ESTABLISHED ELEVATIONS:

FINISH FLOOR ELEVATION 98'-7 3/4" UON

TOP OF SLAB ON GRADE ELEVATION 98'-7 3/4" UON

TOP OF BRICK LEDGE ELEVATION 97'-11 3/4" UON

TOP OF FOOTING ELEVATION 97'-1 3/4" UON

2. REFER TO ARCHITECTURAL, MECHANICAL, AND

ELECTRICAL DRAWINGS FOR HOUSEKEEPING

AND/OR EQUIPMENT PADS, CURB SIZES AND

LOCATIONS. SIZES AND LOCATIONS OF PADS

SHALL BE VERIFIED WITH APPROVED

MANUFACTURERS EQUIPMENT SHOP DRAWINGS

PRIOR TO FABRICATION

3. DIMENSIONS INDICATE THUS (V) SHALL BE

VERIFIED WITH APPROVED MANUFACTURERS

EQUIPMENT SHOP DRAWINGS PRIOR TO

FABRICATION.

4. FIELD LOCATE EXISTING UNDERGROUND

UTILITIES, PIPING, ETC. PRIOR TO PLACEMENT OF

FOUNDATIONS. NOTIFY ENGINEER OF ANY

INTERFERENCES WHICH MIGHT REQUIRE

RELOCATION AND/OR MODIFICATION OF

FOUNDATIONS.

SB1.1.1 MAINTENANCE AND STORAGE ROOF FRAMING NOTES

1. ESTABLISHED ELEVATIONS

TOP OF STEEL ELEVATION VARIES SEE

ROOF PROFILE

2. DIMENSIONS INDICATE THUS (V) SHALL BE

VERIFIED WITH APPROVED MANUFACTURERS

EQUIPMENT SHOP DRAWINGS PRIOR TO

FABRICATION.

3. ALL BEAMS TO BE EQUALLY SPACED IN BAY,

UNLESS OTHERWISE NOTED.

4. PERIMETER ROOF DECK EDGE TO BE 7" FROM

ADJACENT BEAM CENTERLINE, UNLESS

OTHERWISE NOTED.

5. ROOF DECK EDGE AT FLOOR OPENINGS TO BE

6" FROM ADJACENT BEAM CENTERLINE,

UNLESS OTHERWISE NOTED.

6. EXACT SIZES, SLAB EDGES, AND LOCATIONS

OF ALL OPENINGS TO BE COORDINATED WITH

ARCHITECTURE, MECHANICAL, AND

ELECTRICAL.

7. COORDINATE EXACT SIZE AND LOCATION OF

ROOF DRAINS WITH ARCHITECTURAL AND

MECHANICAL. PROVIDE FRAMING AT ROOF

DRAINS AS PER TYPICAL ROOF OPENING

DETAIL.

100% CONSTRUCTION DOCUMENTS 3MAY13

Bid Documents 6/2/17

Vince Mazzola Typewritten Text Please provide sections through this wall where shown

Vince Mazzola Arrow

Vince Mazzola Typewritten Text Slab is noted to be SOG-5. We have not seen where the plans show the design information for SOG-5 (thickness, reinforcing, etc.). Please provide design information for SOG-5

Vince Mazzola Cloud

Vince Mazzola Arrow

Vince Mazzola Typewritten Text Please provide wall thickness for B7. Not shown on details

Vince Mazzola Cloud

Vince Mazzola Arrow

Vince Mazzola Typewritten Text General Notes:

1 - Please provide top of concrete wall elevations in all areas where the top of wall is not at finished floor.

Examples would be where details:

B3, F5, and F7 on SB2.22 occur.

Vince Mazzola Typewritten Text Please provide section at the slab edge.

Is there a thickened edge?

Vince Mazzola Cloud

Vince Mazzola Arrow

Vince Mazzola Typewritten Text Please provide sections through this wall where shown

Vince Mazzola Cloud

Vince Mazzola Arrow

BM RFI - C1.02

BM RFI - SB1.11

File details come from the government source that posted it.