36C78618R0094-032.pdf

PDF 5 MB Posted Feb 20, 2018

Attached to: Great Lakes NC D/B 2000 Pre Placed Crypts Federal contract opportunity
Solicitation number: 36C78618R0094
Issued by: Department of Veterans Affairs National Cemetery Administration

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36C78618R0094 009 FY18 Great Lakes DB 2000 PPC - RFP Drawings.pdf

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36C78618C0244-000.docx	DOCX document	Aug 10, 2018
36C78618R0094-0006000.docx	DOCX document	Jun 15, 2018
36C78618R0094-00005001.pdf	PDF	May 10, 2018
36C78618R0094-00005000.docx	DOCX document	May 10, 2018
36C78618R0094-00005002.pdf	PDF	May 10, 2018
36C78618R0094-00004002.docx	DOCX document	Apr 20, 2018
36C78618R0094-00003000.docx	DOCX document	Mar 8, 2018
36C78618R0094-00002000.docx	DOCX document	Feb 28, 2018
36C78618R0094-00002001.docx	DOCX document	Feb 28, 2018
36C78618R0094-00002002.docx	DOCX document	Feb 28, 2018
36C78618R0094-00001000.docx	DOCX document	Feb 21, 2018
36C78618R0094-00001001.docx	DOCX document	Feb 21, 2018
36C78618R0094-00001004.docx	DOCX document	Feb 21, 2018
36C78618R0094-00001003.docx	DOCX document	Feb 21, 2018
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36C78618R0094-030.pdf	PDF	Feb 20, 2018
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GREAT LAKES NATIONAL CEMETERY

Department of

PROJECT NO. 923CM3008

HOLLY, MI

Veterans Affairs

INSTALL 2,000 PRE-PLACED CRYPTS

DESIGN-BUILD REQUEST FOR PROPOSAL

DRAWING LIST

LOCATION MAP

NOT TO SCALE

VICINITY MAP

NOT TO SCALE

AutoCAD SHX Text Veterans Affairs

AutoCAD SHX Text Department of

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Director Office of Construction Management

AutoCAD SHX Text Approved: MSN Director

AutoCAD SHX Text 12/01/2017

AutoCAD SHX Text Project Title

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Location

AutoCAD SHX Text Drawn

AutoCAD SHX Text Great Lakes National Cemetery

AutoCAD SHX Text

HOLLY, MI

AutoCAD SHX Text Date

AutoCAD SHX Text Project No.

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text

RFP-1

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923CM3008

AutoCAD SHX Text Date

AutoCAD SHX Text Revisions

AutoCAD SHX Text

JGM

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JGM

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COVER SHEET

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INSTALL 2,000 PRE-PLACED CRYPTS (REQUEST FOR DESIGN-BUILD PROPOSAL)

AutoCAD SHX Text RFP-1 COVER SHEET COVER SHEET RFP-2 OVERALL SITE OVERALL SITE RFP-3 PROJECT LOCATION / SITE PLAN PROJECT LOCATION / SITE PLAN RFP-4 PRE-PLACED CRYPT DETAILS PRE-PLACED CRYPT DETAILS RFP-5 SITE DETAILS SITE DETAILS RFP-6 SITE DETAILSSITE DETAILS

AutoCAD SHX Text

NORTH

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NORTH

FAGAN LAKE

ROUND

LAKE

ADMIN

BLDG

MAINTENANCE

ENTRANCE

MAIN

ENTANCE

MAINTENANCE

COMPLEX

B E

L F O

R D

R O

A D

PROJECT LOCATION

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SCALE: 1"=500'

AutoCAD SHX Text Veterans Affairs

AutoCAD SHX Text Department of

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Director Office of Construction Management

AutoCAD SHX Text Approved: MSN Director

AutoCAD SHX Text 12/01/2017

AutoCAD SHX Text Project Title

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Location

AutoCAD SHX Text Drawn

AutoCAD SHX Text Great Lakes National Cemetery

AutoCAD SHX Text

HOLLY, MI

AutoCAD SHX Text Date

AutoCAD SHX Text Project No.

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text

923CM3008

AutoCAD SHX Text Date

AutoCAD SHX Text Revisions

AutoCAD SHX Text

JGM

AutoCAD SHX Text

JGM

AutoCAD SHX Text

OVERALL SITE

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RFP-2

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INSTALL 2,000 PRE-PLACED CRYPTS (REQUEST FOR DESIGN-BUILD PROPOSAL)

PROPOSED 2,000

PRE-PLACED CRYPTS

LOCATION

GENERAL NOTES

1. THE SITE CONDITIONS SHOWN ARE

MASTER PLANNED CONDITIONS. SITE

GRADING, LANDSCAPING, AND STRUCTURES

MAY NOT BE PROPERLY REPRESENTED. THE

CONTRACTOR WILL BE RESPONSIBLE TO

DOCUMENT EXISTING CONDITIONS PRIOR

TO DESIGN.

2. THE CONTRACTOR WILL BE RESPONSIBLE

FOR OBTAINING A LAND SURVEY AND

GEOTECHNICAL INVESTIGATION.

3. THE CONTRACTOR WILL PROVIDE AND

INSTALL 2,000 CONCRETE BURIAL VAULTS,

TWO (2) FLOWER VASE WATERING

STATIONS, GRAVESITE SECTION MARKERS,

GRAVESITE GRID MONUMENTS, UNDER

DRAIN SYSTEM, AND LANDSCAPING.

4. CONTRACTOR WILL PROVIDE AND INSTALL

SOD IN THE BURIAL SECTION

5. THE CRYPT FIELD UNDERDRAIN SYSTEM

WILL DISCHARGE INTO THE CEMETERY'S

STORM SEWER SYSTEM.

6. IRRIGATION WILL BE PROVIDED TO THE

BURIAL AREA BY EXPANSION OF THE

CEMETERY'S EXISTING IRRIGATION SYSTEM.

7. SCREEN PROJECT SITE DURING

CONSTRUCTION.

AutoCAD SHX Text

SCALE: 1" = 60'

AutoCAD SHX Text Veterans Affairs

AutoCAD SHX Text Department of

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Director Office of Construction Management

AutoCAD SHX Text Approved: MSN Director

AutoCAD SHX Text 12/01/2017

AutoCAD SHX Text Project Title

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Location

AutoCAD SHX Text Drawn

AutoCAD SHX Text Great Lakes National Cemetery

AutoCAD SHX Text Holly, MI

AutoCAD SHX Text Date

AutoCAD SHX Text Project No.

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text

923CM3008

AutoCAD SHX Text Date

AutoCAD SHX Text Revisions

AutoCAD SHX Text

JGM

AutoCAD SHX Text

JGM

AutoCAD SHX Text

PROJECT LOCATION / SITE PLAN

AutoCAD SHX Text

RFP-3

AutoCAD SHX Text

Install 2,000 Pre-Placed Crypts (Request for Design-Build Proposal) y

AutoCAD SHX Text r

AutoCAD SHX Text C

AutoCAD SHX Text m

AutoCAD SHX Text e

AutoCAD SHX Text i

AutoCAD SHX Text l

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AutoCAD SHX Text e

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AutoCAD SHX Text N

AutoCAD SHX Text t

AutoCAD SHX Text a

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AutoCAD SHX Text n

AutoCAD SHX Text G

AutoCAD SHX Text a

AutoCAD SHX Text r

AutoCAD SHX Text

3 1/4" DIA. FORGED ALUMINUM DOMED-TOP MONUMENT MARKER

AutoCAD SHX Text FIELD INCISED HAIRS ON CAP; CROSS-HAIRS SHALL BE PARALLEL & PERPENDICULAR TO THE GRAVESITE GRIDLINES & PRECISE TO ±0.005'

AutoCAD SHX Text o

AutoCAD SHX Text r

AutoCAD SHX Text i

AutoCAD SHX Text d

AutoCAD SHX Text M

AutoCAD SHX Text u

AutoCAD SHX Text n

AutoCAD SHX Text t

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AutoCAD SHX Text v

AutoCAD SHX Text m

AutoCAD SHX Text

REQUIRED TEXT ENGRAVED ON CAP, TYP.

AutoCAD SHX Text t

AutoCAD SHX Text

%%UPLAN

AutoCAD SHX Text

%%USECTION

AutoCAD SHX Text

PLASTIC INSULATOR W/ HEX SOCKET TO RECEIVE REBAR

AutoCAD SHX Text

INTEGRAL LOCATION MAGNET

AutoCAD SHX Text

COMPACTED APPROVED FILL OR NATIVE EARTH

AutoCAD SHX Text NOTE: ALL LAWNS & IRRIGATION LINES WITHIN THE BURIAL SECTIONS SHALL BE INSTALLED AND ACCEPTED PRIOR TO MONUMENT-BASE PLACEMENT; ALL LAWNS & IRRIGATION LINES DAMAGED DURING INSTALLATION SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE

AutoCAD SHX Text

SMOOTH-TROWEL FINISH TOP SURFACE, ENSURING POSITIVE DRAINAGE

AutoCAD SHX Text

MONUMENT MARKER (PROTECT VISIBLE SURFACES DURING PLACEMENT INTO CONCRETE)

AutoCAD SHX Text FORGED ALUMINUM DOMED-TOP MONUMENT MARKER WITH 3/4" DIAMETER SPLIT STYLE STEM AND INTEGRAL LOCATION MAGNET

AutoCAD SHX Text 3 1/4"

AutoCAD SHX Text GAP AROUND PVC PIPE & SURROUNDING EARTH SHALL BE FILLED W/CONCRETE TO WITHIN 4" OF FINISH GRADE

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text

8" PVC PIPE FILLED W/3,500 PSI CONCRETE @ 28 DAYS

AutoCAD SHX Text

ABOVE

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

FINISH

AutoCAD SHX Text

SET 1/2"

AutoCAD SHX Text CROSS HAIRS MUST FALL WITHIN 3/4" OF THE CENTER OF THE MARKER OR THE ENTIRE MONUMENT MUST BE MOVED

AutoCAD SHX Text

%%UPLAN

AutoCAD SHX Text

MONUMENT MARKER

AutoCAD SHX Text

CONCRETE BASE

AutoCAD SHX Text

1" MIN

AutoCAD SHX Text

EDGE OF MONUMENT MARKER SHALL BE NO CLOSER THAN 1" TO OUTSIDE EDGE OF CONCRETE

AutoCAD SHX Text NOTE: GRAVESITE GRID TO BE CAST IN PLACE. PROVIDE SHOP DRAWINGS AND METHOD OF INSTALLATION FOR R.E. APPROVAL.

AutoCAD SHX Text 3 1/4"

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text MONUMENT MARKER WITH INTEGRAL LOCATION MAGNET (PROTECT VISIBLE SURFACES DURING PLACEMENT)

AutoCAD SHX Text

2'-0" LENGTH OF #6 REBAR, FIRMLY SECURED TO MONUMENT MARKER

AutoCAD SHX Text *SEE NOTES FROM DETAIL 1 ON THIS SHEET FOR ADDITIONAL GUIDELINES ON PLACEMENT OF MARKER

AutoCAD SHX Text 3"

AutoCAD SHX Text

LXXX

AutoCAD SHX Text

AutoCAD SHX Text L802

AutoCAD SHX Text 3 1/4" DIA. FORGED ALUMINUM DOMED-TOP MONUMENT MARKER W/ PLASTIC INSULATOR W/ HEX SOCKET TO RECEIVE REBAR

AutoCAD SHX Text

GRAVESITE GRID MONUMENT (IN CONCRETE)

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text

MONUMENT MARKER

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text

GRAVESITE GRID MONUMENT

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text

CRYPT PERIMETER

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text

DOUBLE-DEPTH LAWN CRYPT INSTALLATION

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text CRYPT/MONUMENT LAYOUT GENERAL NOTE: LAYOUT OF DOUBLE-DEPTH CRYPTS SHALL BE BASED UPON THE LOCATIONAL DATA FOR THE GRAVESITE MONUMENTS PROVIDED ON SHEETS LXXX. REFER TO PLAN VIEW ABOVE FOR ADDITIONAL CRYPT LAYOUT INFORMATION. THE ACTUAL PLACEMENT OF THE GRAVESITE MONUMENTS SHALL OCCUR AFTER THE PLACEMENT OF ALL CRYPTS. TO ENSURE ACCURATE MONUMENT PLACEMENT, CONTRACTOR SHALL HAND-EXCAVATE SUFFICIENT MATERIAL (IN THE PROXIMITY OF EACH MONUMENT) TO EXPOSE THE CRYPT LIDS. REPLACE ALL EXCAVATED MATERIAL AFTER PLACEMENT OF MONUMENTS. MONUMENT PLACEMENT MUST BE BASED UPON THE ACTUAL INSTALLED CRYPT LOCATIONS. ANY DEVIATIONS (FROM THE PLANS) MUST BE RECORDED ON THE RECORD DRAWINGS.

AutoCAD SHX Text MAINTAINING DEPTH OF COVER OVER ALL CRYPT LIDS IS CRITICAL; CONTRACTOR SHALL PROVIDE THE MEANS AND METHODS (AS APPROVED BY THE RESIDENT ENGINEER) TO VERIFY DEPTH OF COVER; DEFICIENCIES IN DEPTH (OR EXCESSES) SHALL BE REMEDIED (TO THE SATISFACTION OF THE RESIDENT INSPECTOR) PRIOR TO ACCEPTANCE OF CRYPT INSTALLATION.

AutoCAD SHX Text CONTRACTOR TO PROVIDE THE VA 3 STANDARD LIFTING DEVICES FOR CRYPT LID REMOVAL TO THE VA, FURTHERMORE, CONTRACTOR SHALL ONLY USE THIS DEVICE FOR REMOVING LIDS DURING CONSTRUCTION.CONTRACTOR TO PROVIDE 3 SHELF LIFTING DEVICES.

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text TYP. LAWN CRYPT CENTERED (IN BOTH DIRECTIONS) BETWEEN GRIDLINES (MEASURED AT TOP OF CRYPT)

AutoCAD SHX Text BLACK NUMBERS ON BOTH OUTSIDE OF CRYPT LIDS AS WELL AS THE INSIDE CRYPT WALL (BOTH AT THE HEADSTONE END); CONTRACTOR SHALL PAINT BOTH SETS OF THE NUMBERS ON THE CRYPT AFTER IT IS SET, INSPECTED AND APPROVED BY THE RESIDENT ENGINEER;NUMBERS MAY BE HAND WRITTEN IF DEEMED LEGIBLE BY RESIDENT ENGINEER, OTHERWISE NUMBERS MUST BE STENCILED (SEE SPECIFICATIONS)

AutoCAD SHX Text

IRRIGATION AISLE (3'-0" WIDTH): BACKFILL WITH COMPACTED APPROVED GENERAL FILL

AutoCAD SHX Text GRAVESITE GRID MONUMENT, USE 72'X72' GRID LAYOUT; REFER TO GRAVESITE LAYOUT PLANS FOR LOCATIONAL DATA

AutoCAD SHX Text

GRIDLINE AS SHOWN ON PLANS (3'-0" X 8'-0" BURIAL PLOT AREA TYP.)

AutoCAD SHX Text

AutoCAD SHX Text PERIMETER CRYPT, TYP. SEE SPEC; PERIMETER CRYPTS ARE THOSE THAT SEPARATE ALONG THEIR LONG SIDE BY MORE THAN THREE INCHES FROM EACH OTHER OR ARE ON THE OUTSIDE ROW; SEE PLANS FOR LOCATIONS

AutoCAD SHX Text

3'-0" (TYP. GRAVE/PLOT)

AutoCAD SHX Text

8'-0" O.C. (TYP. GRAVE/PLOT)

AutoCAD SHX Text

MIN 1'-8" MAX 1'-10"

AutoCAD SHX Text SIDE VIEW - TYPICAL CRYPT BURIAL SECTIONS W/ FINISH GRADE PITCH OF 3% OR LESS (SEE GRADING PLANS)

AutoCAD SHX Text

END VIEW

AutoCAD SHX Text

7'-2" TO 7'-4"

AutoCAD SHX Text

CENTERED (IN BOTH DIRECTIONS) BETWEEN GRIDLINES (MEASURED AT TOP OF CRYPT)

AutoCAD SHX Text

REFER TO SPECIFICATIONS REGARDING ALLOWABLE TOLERANCES DURING CRYPT PLACEMENT

AutoCAD SHX Text

IRRIGATION AISLE: BACKFILL WITH COMPACTED APPROVED GENERAL FILL

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 6"

AutoCAD SHX Text

1' MIN.

AutoCAD SHX Text

2 1/2" DIA.

AutoCAD SHX Text 1 1/4"

AutoCAD SHX Text

LIFTING LUG DETAIL

AutoCAD SHX Text

LXXX

AutoCAD SHX Text

4" DEPTH TOPSOIL

AutoCAD SHX Text

PRE-CAST CONC. LAWN CRYPT

AutoCAD SHX Text CASKET RISERS REQUIRED ON BOTTOM OF CRYPTS, MANUFACTURER TO SHOW IN SHOP DRAWINGS

AutoCAD SHX Text

DRAINAGE HOLES REQUIRED, MANUFACTURER TO SHOW IN SHOP DRAWINGS

AutoCAD SHX Text

6" MIN. COMPACTED DRAINAGE STONE, SEE SPECIFICATIONS.

AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text 4 OZ. NON-WOVEN FILTER FABRIC BETWEEN SOIL SUBGRADE AND DRAINAGE STONE, SEE SPECS.

AutoCAD SHX Text

GRIDLINE (AS SHOWN ON PLANS)

AutoCAD SHX Text

GRIDLINE (AS SHOWN ON PLANS)

AutoCAD SHX Text AREA BETWEEN CRYPTS SHALL BE FILLED AND COMPACTED TO THE BOTTOM OF THE CRYPT LID W/ STONE/PEA GRAVEL (1/8" to 3/8" MAX.) ROUNDED; PROVIDE SUBMITTAL FOR APPROVAL (NO SAND ALLOWED)

AutoCAD SHX Text

3.00% PITCH MAX. (SEE GRADING PLAN)

AutoCAD SHX Text

SUBBASE OF CRYPT & SUBGRADE SHALL REFLECT FINISH GRADE

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

GRIDLINE (AS SHOWN ON PLANS)

AutoCAD SHX Text 18"

AutoCAD SHX Text

NEW IRRIGATION LINE X" MIN. BELOW TOP OF CRYPT LID

AutoCAD SHX Text

4 OZ. NON-WOVEN FILTER FABRIC, TURN UP 1' MIN. ON SIDES OF CRYPTS, TYP.

AutoCAD SHX Text

GRAVESITE GRID MONUMENT

AutoCAD SHX Text

TOPSOIL (4")

AutoCAD SHX Text

COMPACTED APPROVED GENERAL FILL W/2" SAND ON TOP OF CRYPT

AutoCAD SHX Text

SEE LIFTING LUG ENLARGEMENT RIGHT

AutoCAD SHX Text 4 OZ. NON-WOVEN FILTER FABRIC UNDER CRYPTS, SEE SPECS. (TYP. BENEATH DRAINAGE STONE)

AutoCAD SHX Text AREA BETWEEN CRYPTS SHALL BE FILLED AND COMPACTED W/ STONE/PEA GRAVEL (1/8" to 3/8" MAX.) ROUNDED; PROVIDE SUBMITTAL FOR APPROVAL (NO SAND ALLOWED)

AutoCAD SHX Text SUBBASE OF CRYPT & SUBGRADE CROSS PITCH SHALL BE PARALLEL TO FINISH GRADE (TYP. FOR ALL ALL CRYPT INSTALLATIONS)

AutoCAD SHX Text

PRE-CAST CONC. LAWN CRYPT; QUADS

AutoCAD SHX Text

PRE-PLACED CRYPT CONC. LID

AutoCAD SHX Text

GALV. STEEL ANCHOR PIN, MIN. CAPACITY .98 TON EA.

AutoCAD SHX Text

EQ.

AutoCAD SHX Text

EQ.

TYP. LAWN CRYPT CENTERED (IN BOTH DIRECTIONS) BETWEEN GRIDLINES (MEASURED AT TOP OF CRYPT)

AutoCAD SHX Text

TEXT READS TOP TO BOTTOM IN THIS DIRECTION, TYP.

AutoCAD SHX Text

HEADSTONE FACE DIRECTION

AutoCAD SHX Text PERFORATED CORRUGATED HDPE UNDERDRAIN (HOLES DOWN) SURROUNDED BY DRAINAGE STONE & FILTER FABRIC.

AutoCAD SHX Text

PRE-CAST CONC. PRE-PLACED CRYPT TO BE FURNISHED AND INSTALLED BY CONTRACTOR

AutoCAD SHX Text

COMPACTED APPROVED GENERAL FILL, SEE SPECS.

AutoCAD SHX Text

TOPSOIL

AutoCAD SHX Text PERFORATED CORRUGATED HDPE PERIMETER PIPE (HOLES DOWN) SURROUNDED BY DRAINAGE STONE & FILTER FABRIC; REFER TO DRAINAGE/STORM PLAN FOR SIZE, ROUTING AND CONNECTION TO STORM SYSTEM

AutoCAD SHX Text

COMPACTED DRAINAGE STONE - SEE SPECS.

AutoCAD SHX Text

9" MIN.

AutoCAD SHX Text

1'-0" MIN.

AutoCAD SHX Text

PITCH

AutoCAD SHX Text

STIFFENING RIBS

AutoCAD SHX Text NOTE: 1. PLACE FILTER FABRIC WHERE GENERAL BACKFILL IS PLACED OVER COMPACTED DRAINAGE STONE 2. UTILIZE FILTER FABRIC AT PERIMETER CRYPTS TO CONTAIN THE PEA GRAVEL BETWEEN CRYPTS.

AutoCAD SHX Text GEOTEXTILE FILTER FABRIC, SEE SPECS.WRAPPED ON TOP OF STONE & UP SIDE OF CRYPT MIN. OF 1'-0"

AutoCAD SHX Text

COMPACTED APPROVED GENERAL FILL SEE SPECS.

AutoCAD SHX Text

COMPACTED APPROVED GENERAL FILL, SEE SPECIFICATIONS

AutoCAD SHX Text

TOPSOIL

AutoCAD SHX Text

COMPACTED DRAINAGE STONE - SEE SPECS.

AutoCAD SHX Text

COMPACTED APPROVED GENERAL FILL SEE SPECS.

AutoCAD SHX Text

1'-6" SQ.

AutoCAD SHX Text

6" PVC RISER, 45° ELBOWS, & FLUSH MOUNTED CLEANOUT PLUG

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

MIN.

AutoCAD SHX Text GASKETED PVC ELBOW MANUFACTURED SPECIFICALLY FOR CONVERTING FROM CORRUGATED HDPE TO PVC. NYLOPLAST FITTING BY HANCOR OR APPROVED EQUAL

AutoCAD SHX Text

CORRUGATED HDPE PERFORATED UNDERDRAIN

AutoCAD SHX Text

1'-6" SQ. CONC. PAD, 6" DEPTH MIN.

AutoCAD SHX Text

45° PVC ELBOWS (2)

AutoCAD SHX Text

AS REQUIRED

AutoCAD SHX Text 4"

AutoCAD SHX Text

PRE-CAST CONC. PRE-PLACED CRYPT, TO BE FURNISHED AND INSTALLED BY CONTRACTOR

AutoCAD SHX Text

LOCATE CLEAN OUT WHERE INDICATED ON DRAINAGE PLANS,

AutoCAD SHX Text

PVC PIPE REDUCER AS REQUIRED PER PLAN

AutoCAD SHX Text GEOTEXTILE FILTER FABRIC, SEE SPECS.WRAPPED ON TOP OF STONE & UP SIDE OF CRYPT MIN. OF 1'-0"

AutoCAD SHX Text

CRYPT UNDERDRAIN CLEANOUT

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text

PLASTIC COVER (TO PREVENT DIRT AND WATER).

AutoCAD SHX Text NOTE: 1. PLACE FILTER FABRIC WHERE GENERAL BACKFILL IS PLACED OVER COMPACTED DRAINAGE STONE 2. UTILIZE FILTER FABRIC AT PERIMETER CRYPTS TO CONTAIN THE PEA GRAVEL BETWEEN CRYPTS.

AutoCAD SHX Text NOTE: UTILIZE FILTER FABRIC AT PERIMETER CRYPTS TO CONTAIN THE PEA GRAVEL BETWEEN CRYPTS.

AutoCAD SHX Text COMPACTED APPROVED GENERAL FILL SOILS PLACED ABOVE THE PRE-PLACED CRYPTS ARE TO BE AMENDED AS NEEDED WITH SAND AND/OR ORGANICS TO ENSURE NO HEAVY COMPACTED CLAY LAYER, ALONG WITH GOOD ABILITY TO RETAIN MOISTURE (I.E. NOT TOO WET/NOT TOO DRY) , SEE SPECIFICATIONS AND GEOTECH REPORT, SEE SPECIFICATIONS AND GEOTECH REPORT

AutoCAD SHX Text Veterans Affairs

AutoCAD SHX Text Department of

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Director Office of Construction Management

AutoCAD SHX Text Approved: MSN Director

AutoCAD SHX Text 12/01/2017

AutoCAD SHX Text Project Title

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Location

AutoCAD SHX Text Drawn

AutoCAD SHX Text Great Lakes National Cemetery

AutoCAD SHX Text Holly, MI

AutoCAD SHX Text Date

AutoCAD SHX Text Project No.

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text

923CM3008

AutoCAD SHX Text Date

AutoCAD SHX Text Revisions

AutoCAD SHX Text

JGM

AutoCAD SHX Text

JGM

AutoCAD SHX Text

PRE-PLACED CRYPT DETAILS

AutoCAD SHX Text

RFP-4

AutoCAD SHX Text

DO NOT

DRINK

AutoCAD SHX Text

ANCHOR TO CONCRETE PER

AutoCAD SHX Text

MANUFACTURERS RECOMMENDATIONS

AutoCAD SHX Text

FLOWER VASE RECEPTACLE PER

AutoCAD SHX Text

SPECIFICATIONS

AutoCAD SHX Text

TRASH RECEPTACLE PER SPECIFICATIONS

AutoCAD SHX Text

WATER FAUCET ASSEMBLY

AutoCAD SHX Text

SEE DETAIL THIS SHEET

AutoCAD SHX Text

1' DIAMETER CIRCLE GRAVEL SPLASH PIT

AutoCAD SHX Text

SEE DETAIL THIS SHEET

AutoCAD SHX Text

DO NOT DRINK LABEL, 3 PER HYDRANT

AutoCAD SHX Text

120 DEGREES APART

AutoCAD SHX Text

TRASH DECAL

AutoCAD SHX Text

PER SPECIFICATIONS

AutoCAD SHX Text

FLOWER VASES DECAL

AutoCAD SHX Text

PER SPECIFICATIONS

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

FLOWER WATERING STATION

AutoCAD SHX Text

VS BRONZE POWDER COATED STEEL RECEPTACLE;

AutoCAD SHX Text

VS BRONZE POWDER COATED STEEL RECEPTACLE

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SPECIAL HINGED LID W/ FLORAL REGULATIONS DECAL ATTACHED - SEE LID PLAN VIEW

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HANDLE

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3/4" SQUARE HOLE FOR ANCHOR BOLT

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FLORAL REG. DECAL

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FLORAL

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HANDLE

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REGULATIONS

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%%UTRASH RECEPTACLE

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%%UFLOWER VASE RECEPTACLE

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OPENING

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SELF CLOSING FAUCET (MATCH EXISTING) WITH

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1/2" MIPT INLET THREAD INTO BRASS COUPLER

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CONCRETE PAVEMENT

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1' DIAMETER GRAVEL SPLASH PIT

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6" MIN. DECORATIVE STONE OVER

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90% COMPACTED SUBGRADE

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INCREASE SPACING IN BETWEEN BANDS BY

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GRINDING SEMI CIRCLES AS NECESSARY FOR

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1/2" FIPT X 3/4" FIPT BRASS

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REDUCING ELBOW

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STEEL ASH RECEPTACLE BY SAME MANUFACTURER

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AS TRASH AND VASE RECEPTACLES

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1/2" BRASS NIPPLE

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LENGTH AS REQUIRED

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3/4" BRASS NIPPLE, LENGTH AS REQUIRED

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ROUTED OFF CENTERED THROUGH FIXTURE

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ELIMINATE PIPE MOVEMENT

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(3) 3/4" BRASS PIPE STRAPS

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SECURE TIGHTLY TO POST TO

AutoCAD SHX Text PIPE THREADS TO PASS THROUGH AND ATTACH TO COUPLING TO FEED LINE, ADD WASHERS BOTH SIDES

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DRAINAGE STONE. DEPTH VARIES TO PROMOTE POSITIVE DRAINAGE

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ADJACENT PLANTING AREA

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VALVE BOX

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WASHED RIVER GRAVEL

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ISOLATION BALL VALVE

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OUTPUT PRESSURE REGULATING VALVE

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3/4" FIPT X FIPT BRASS 90 DEGREE

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ELBOW

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1/2" FIPT X FIPT BRASS COUPLER

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RUBBER ISOLATION GASKET, (TYP.)

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ALUMINUM PLATE ON THREE SIDES

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120 DEGREES APART, STARTING AT BACK

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VASE AND TRASH RECEPTACLES

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* ALL DIMENSIONS ARE IN INCHES *

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3/4" SQUARE CENTER ANCHOR BOLT HOLE

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LEVELING FEET WITH A 3/8" DIAMETER THREADED STEEL SHAFT

AutoCAD SHX Text HIGH DENSTITY PLASTIC LINER SITS ON 3/8" x 1" SUPPORT BARS

AutoCAD SHX Text 3/8" x 1" VERTICAL SOLID STEEL BARS

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5/8" SOLID STEEL TOP RING

AutoCAD SHX Text 1/4" x 2" HORIZONTAL SOLID STEEL BANDS

AutoCAD SHX Text SECURITY ASHTRAY IS SECURED WITH VINYL COATED GALVANIZED STEEL AIRCRAFT CABLE. CABLE IS LOOPED AROUND WELDED IN PLACE ATTACHMENT BRACKET AND CRIMPED IN PLACE.

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FINISH TO BE BLACK POWDER COATING

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AutoCAD SHX Text NOTES: 1. DRAWINGS NOT TO SCALE. DO NOT SCALE DRAWINGS. DRAWINGS NOT TO SCALE. DO NOT SCALE DRAWINGS. 2. ALL FABRICATED METAL COMPONENTS ARE STEEL SHOTBLASTED, ETCHED, PHOSPHATIZED, PREHEATED, AND ELECTROSTATICALLY POWDER-COATED WITH T.G.I.C. ALL FABRICATED METAL COMPONENTS ARE STEEL SHOTBLASTED, ETCHED, PHOSPHATIZED, PREHEATED, AND ELECTROSTATICALLY POWDER-COATED WITH T.G.I.C. POLYESTER POWDER COATINGS. PRODUCTS ARE FULLY CLEANED AND PRETREATED, PREHEATED AND COATED WHILE HOT TO FILL CREVICES AND BUILD FILM COATING. COATED PARTS ARE THEN FULLY CURED TO COATING MANUFACTURER'S SPECIFICATIONS. THE THICKNESS OF THE RESULTING FINISH AVERAGES 8-10 MILS (200-250 MICRONS). 3. THIS PRODUCT MUST BE PERMANENTLY AFFIXED TO THE GROUND. CONSULT YOUR LOCAL CODES FOR REGULATIONS. THIS PRODUCT MUST BE PERMANENTLY AFFIXED TO THE GROUND. CONSULT YOUR LOCAL CODES FOR REGULATIONS. 4. VICTOR STANLEY, INC., PLASTIC INNER LINERS ARE MOLDED ON TOOLING DESIGNED FOR AND OWNED BY VICTOR STANLEY, INC. THEY OFFER MAXIMUM CAPACITY AND VICTOR STANLEY, INC., PLASTIC INNER LINERS ARE MOLDED ON TOOLING DESIGNED FOR AND OWNED BY VICTOR STANLEY, INC. THEY OFFER MAXIMUM CAPACITY AND STRENGTH WITH LIGHTWEIGHT CONSTRUCTION USING CRITICAL MOLDED RIBS, INTEGRAL HANDHOLDS, AND HIGH-STRENGTH MATERIALS. THIS MINIMIZES HANDLING DIFFICULTY AND FACILITATES EASY EMPTYING AND STORAGE WHILE AFFORDING LONG SERVICE LIFE. 5. ANCHOR BOLT(S) NOT PROVIDED BY VICTOR STANLEY, INC. ANCHOR BOLT(S) NOT PROVIDED BY VICTOR STANLEY, INC. 6. FOR HIGH SALT ABUSIVE CLIMATES, HOT-DIP GALVANIZING BEFORE POWDER COATING IS AVAILABLE. HOT-DIP GALVANIZING IS PERFORMED FOR VICTOR STANLEY, INC. FOR HIGH SALT ABUSIVE CLIMATES, HOT-DIP GALVANIZING BEFORE POWDER COATING IS AVAILABLE. HOT-DIP GALVANIZING IS PERFORMED FOR VICTOR STANLEY, INC. BY AN EXPERIENCED QUALIFIED FIRM TO WHICH PRODUCTS ARE SHIPPED FOR GALVANIZING. HOT-DIP GALVANIZING INCLUDES AN AGGRESSIVE PRE-TREATMENT AND IMMERSION IN A TANK OF CHARGED LIQUID ZINC AT OR AROUND 860°F (460°C). THE RESULTING SURFACE IS RESISTANT TO RUST BUT HAS SOME UNEVENNESS RESULTING FROM THE BONDING OF THE ZINC TO THE STEEL SURFACE. AS A RESULT, THE POWDER-COATING SURFACE FINISH OVER THAT GALVANIZED SURFACE MAY EXHIBIT BUMPS, UNEVENNESS, AND MAY NOT BE AS SMOOTH AS THE STANDARD FINISH; THIS UNEVEN AND INCONSISTENT FINISH IS NORMAL FOR GALVANIZING. CONTACT MANUFACTURER FOR DETAILS. 7. ALL SPECIFICATIONS ARE SUBJECT TO CHANGE. CONTACT MANUFACTURER FOR DETAILS. ALL SPECIFICATIONS ARE SUBJECT TO CHANGE. CONTACT MANUFACTURER FOR DETAILS. 8. THIS PRODUCT IS SHIPPED FULLY ASSEMBLED.THIS PRODUCT IS SHIPPED FULLY ASSEMBLED.

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VASE WATERING STATION POST SECTION

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%%UFRONT VIEW

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NOTE 2

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SEE

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FACE

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INSCRIPTION

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SEE NOTE 3

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%%UISOMETRIC VIEW

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FINISHED

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MATCH

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INSCRIPTION

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GRAVE SECTION MARKER DETAIL

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FINISHED GRADE

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FACE

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MATCH EXIST.

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EXIST.

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"DO NOT DRINK" EMBLEM

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SELF CLOSING FAUCET

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ELEVATION SCALE: 1 1/2"=1'-0"

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DO NOT DRINK SIGN ENLARGEMENT SCALE: 1"= 1"

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PLAN SCALE: 1 1/2"=1'-0"

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VINYL DECAL, CENTERED ON ALUMINUM PLATE

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SEE DO NOT DRINK SIGN ENLARGEMENT

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VASE WATERING STATION SIGNAGE

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ALUMINUM PLATE SCALE: N.T.S.

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BLUE BACKGROUND (PANTONE 18-4535)

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1/8" ALUMINUM PLATE ATTACH PANEL TO POST WITH EXTERIOR EPOXY ADHESIVE

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ON THREE FACES OF PRECAST POST

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RED VINYL ` '

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WHITE VINYL

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WHITE VINYL LETTERS

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AutoCAD SHX Text CLEAR DECALS W/ VICTOR STANLEY WHITE LETTERING (SUBMIT COLOR SAMPLES); MATTE FINISH; LETTERING TO BE OPTIMA BOLD, UPPER & LOWER CASE, TITLE TO BE 1" HT., ALL OTHER TEXT TO BE 3/16" HT.

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FLOWERVASE RECEPTACLE LID SEE THIS SHEET

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FLORAL REGULATIONS

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1. Fresh cut flowers may be placed on graves at any time of the year. Plastic floral Fresh cut flowers may be placed on graves at any time of the year. Plastic floral cones are available for use within the cemetery and are located in the receptacle below. 2. Floral items will be removed from graves as soon as they become faded and unsightly Floral items will be removed from graves as soon as they become faded and unsightly or to facilitate mowing. 3. Artificial flowers and potted plants may be placed on graves November 1 through April Artificial flowers and potted plants may be placed on graves November 1 through April 15 only. 4. Potted plants may be placed on graves 10 days before to 10 days after Easter Potted plants may be placed on graves 10 days before to 10 days after Easter Sunday and Memorial Day only. 5. Seasonal holiday adornments such as Christmas wreaths, potted poinsettias and Seasonal holiday adornments such as Christmas wreaths, potted poinsettias and other seasonal adornments may be placed on graves from Dec. 1 through Jan. 20. Grave blankets may not be larger than two feet by three feet. 6. Floral items and decorations may be removed for grounds maintenance. Floral items and decorations may be removed for grounds maintenance. 7. Permanent plantings, statues, vigil lights, breakable objects of any nature, and similar Permanent plantings, statues, vigil lights, breakable objects of any nature, and similar commemorative items are not permitted on graves at any time. 8. Floral items and other types of decorations will not be secured to headstones or Floral items and other types of decorations will not be secured to headstones or markers.

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NOT USED

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SECTION DESIGNATION NUMBERS SHALL BE PROVIDED TO THE

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AND SPACED EVENLY IN GROUPS OF TWO IN SPACE AVAILABLE.

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A DEPTH OF 3/16" WITH STEMS AND BARS 3/8" IN WIDTH

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THEY SHOULD BE REDUCED TO 2" IN HEIGHT AND CUT TO

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WHERE TWO OR MORE LETTERS OR NUMBERS ARE REQUIRED

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CONTRACTOR BY THE V.A. CONTRACTING OFFICER.

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LETTER STEMS AND BARS A WIDTH OF 1/2".

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SHALL BE 3" HIGH AND CUT TO A DEPTH OF 1/4" WITH

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LETTERS/NUMBERS SHOWN IN VIEW "A-A" TYPE A AND B

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SEE NOTE 5

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SEE NOTE 3

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ALL CORNERS AND EDGES INCLUDING 2" BELOW GROUND LEVEL

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ALL OTHER SURFACES SHALL HAVE SMOOTH SAWCUT FINISH.

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SHALL BE ROUNDED TO 3/8" RADIUS, MIN.

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MARKER SHALL HAVE HONED SMOOTH INSCRIPTION FACE

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SECTION MARKER SHALL BE OF LIGHT GRAY GRANITE.

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INSTALL MINIMUM 4 SF OF SOD AROUND MONUMENT.

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TYPE "B" VIEW A-A

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NOT USED

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MONUMENTS SHALL MATCH EXISTING

AutoCAD SHX Text Veterans Affairs

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AutoCAD SHX Text Approved: Director Office of Construction Management

AutoCAD SHX Text Approved: MSN Director

AutoCAD SHX Text 12/01/2017

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AutoCAD SHX Text Great Lakes National Cemetery

AutoCAD SHX Text Holly, MI

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923CM3008

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JGM

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JGM

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SITE DETAILS

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RFP-5

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4"x4"

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BLUE

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WHITE

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RED

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BLUE

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BRACING

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WOOD STRIPS

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JOINT BRACING

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INSTALLED ON GRADE

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POST IF SIGN IS

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FIN. GRADE

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CONTRACTOR'S NAME

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THE LIFE YOU SAVE MAY BE YOUR OWN

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WITHOUT A LOST TIME ACCIDENT

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DAYS

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HAS WORKED

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THIS PROJECT

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ON SAFETY

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ZERO

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%%UELEVATION

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PROVIDE (3) SETS OF REMOVEABLE NUMERALS PAINTED ON 1/8" TEMPERED HARDBOARD

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FRAME AND

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EXCEPTION OF PROJECT

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PAINTED BLACK WITH

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ALL LETTERING TO BE

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BORDER MEMBER

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PAINTED BLACK

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BACKGROUND TO BE

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PAINTED WHITE

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PAINT BORDER

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MEMBER BLACK

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ENAMEL

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METAL FACE

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FRAME AND BRACES

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IN SAME PLANE

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STRETCH METAL

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FACE TIGHT, TURN

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OVER FRAME AND

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SECURE WITH FLAT

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HEAD DEFORMED

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NAILS.

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%%UNOTE:

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ANY SEAM IN METAL TO

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BE FLAT SEAM - SEAMS

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TO BE HORIZONTAL AND

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OCCUR BETWEEN LINES OF

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LETTERING.

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POSTS PAINTED WHITE

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%%USECTION ON CENTER

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%%UELEVATION

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LETTERING TO BE

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HELVETICA STYLE

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CENTERED HORIZONTALLY

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1" HIGH TO BE

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SURROUNDING BORDER TO BE BLUE

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CENTER TO BE WHITE

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TITLE WHICH IS TO BE BLUE

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BRACE IN BACK

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CEMETERY NAME

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WHITE ENAMEL

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METAL FACE

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3" HIGH TO BE

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CENTERED HORIZONTAL

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HELVETICA STYLE

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LETTERING TO BE

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5" HIGH

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HELVETICA STYLE

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LETTERING TO BE

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AutoCAD SHX Text A PROJECT OF THE: NATIONAL CEMETERY ADMINISTRATION DEPARTMENT OF VERTERANS AFFAIRS WASHINGTON D.C..

AutoCAD SHX Text A/E Consultant, LLC City, State

AutoCAD SHX Text CENERAL CONTRACTOR, LLC City, State

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LETTERING TO BE

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HELVETICA STYLE

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CENTERED HORIZONTAL

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2" HIGH TO BE

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PROJECT TITLE

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LETTERING TO BE

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HELVETICA STYLE

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CENTERED HORIZONTALLY

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1-1/2" HIGH TO BE

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GENERAL CONTRACTOR::

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ARCHITECT / ENGINEER::

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LETTERING TO BE

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HELVETICA STYLE

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CENTERED HORIZONTAL

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1-1/2" HIGH TO BE

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PROJECT SIGN

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SAFETY SIGN

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NATIONAL CEMETERY

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BLUE OUTLINE WITH WHITE INTERIOR

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BRACING SEE "CONTRUCTION SIGN" DETAIL, THIS SHEET

AutoCAD SHX Text Veterans Affairs

AutoCAD SHX Text Department of

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AutoCAD SHX Text Approved: Director Office of Construction Management

AutoCAD SHX Text Approved: MSN Director

AutoCAD SHX Text 12/01/2017

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AutoCAD SHX Text Great Lakes National Cemetery

AutoCAD SHX Text Holly, MI

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923CM3008

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JGM

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JGM

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SITE DETAILS

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RFP-6

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Sheets and Views

Great Lakes 2000 PPC FY2018 RFP-RFP1

Great Lakes 2000 PPC FY2018 RFP-RFP2.pdf

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Great Lakes 2000 PPC FY2018 RFP-RFP2

Great Lakes 2000 PPC FY2018 RFP-RFP3.pdf

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Great Lakes 2000 PPC FY2018 RFP-RFP3

Great Lakes 2000 PPC FY2018 RFP-RFP4.pdf

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Great Lakes 2000 PPC FY2018 RFP-RFP4

Great Lakes 2000 PPC FY2018 RFP-RFP5.pdf

Sheets and Views

Great Lakes 2000 PPC FY2018 RFP-RFP5

Great Lakes 2000 PPC FY2018 RFP-RFP6.pdf

Sheets and Views

Great Lakes 2000 PPC FY2018 RFP-RFP6

Great Lakes 2000 PPC FY2018 RFP-RFP3.pdf

Sheets and Views

RFP3

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