36C78618R0287-055.pdf

PDF 2 MB Posted Mar 28, 2018

Attached to: Fort Scott NC Design-Build Services for Sections 18 & 19 Crypt Conversion 893CM3015 Federal contract opportunity
Solicitation number: 36C78618R0287
Issued by: Department of Veterans Affairs National Cemetery Administration

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36C78618R0287 009 FY18 Fort Scott DB Section 18 _ 19 Crypt Coversion - RFP Drawings.pdf

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36C78618R0287-0006000.docx	DOCX document	Jun 21, 2018
36C78618R0287-0005000.docx	DOCX document	Jun 13, 2018
36C78618R0287-0005002.pdf	PDF	Jun 13, 2018
36C78618R0287-0005003.pdf	PDF	Jun 13, 2018
36C78618R0287-0005001.pdf	PDF	Jun 13, 2018
36C78618R0287-00004000.docx	DOCX document	May 18, 2018
36C78618R0287-00003000.docx	DOCX document	Apr 17, 2018
36C78618R0287-00003001.pdf	PDF	Apr 17, 2018
36C78618R0287-00002000.docx	DOCX document	Apr 5, 2018
36C78618R0287-00002002.docx	DOCX document	Apr 5, 2018
36C78618R0287-00002001.docx	DOCX document	Apr 5, 2018
36C78618R0287-00002003.docx	DOCX document	Apr 5, 2018
36C78618R0287-00001000.docx	DOCX document	Apr 2, 2018
36C78618R0287-068.docx	DOCX document	Mar 28, 2018
36C78618R0287-061.docx	DOCX document	Mar 28, 2018
36C78618R0287-070.docx	DOCX document	Mar 28, 2018
36C78618R0287-074.docx	DOCX document	Mar 28, 2018
36C78618R0287-064.docx	DOCX document	Mar 28, 2018
36C78618R0287-058.doc	DOC document	Mar 28, 2018
36C78618R0287-057.docx	DOCX document	Mar 28, 2018
36C78618R0287-075.docx	DOCX document	Mar 28, 2018
36C78618R0287-069.docx	DOCX document	Mar 28, 2018
36C78618R0287-065.docx	DOCX document	Mar 28, 2018
36C78618R0287-072.docx	DOCX document	Mar 28, 2018
36C78618R0287-060.docx	DOCX document	Mar 28, 2018
36C78618R0287-076.docx	DOCX document	Mar 28, 2018
36C78618R0287-059.doc	DOC document	Mar 28, 2018
36C78618R0287-054.docx	DOCX document	Mar 28, 2018
36C78618R0287-062.docx	DOCX document	Mar 28, 2018
36C78618R0287-056.docx	DOCX document	Mar 28, 2018
36C78618R0287-073.docx	DOCX document	Mar 28, 2018
36C78618R0287-071.docx	DOCX document	Mar 28, 2018
36C78618R0287-067.docx	DOCX document	Mar 28, 2018
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36C78618R0287-066.docx	DOCX document	Mar 28, 2018

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Fort Scott National Cemetery

Project No. 893CM3015

Ft Scott, Kansas area map vicinity map drawing index n.t.s.

Sections 18 & 19 to Crypt Conversion n.t.s.

Request for Design-Build Proposal gravesite summary

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 Project Title

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Location

AutoCAD SHX Text Drawn

AutoCAD SHX Text Date

AutoCAD SHX Text Project No.

AutoCAD SHX Text Drawing No.

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RFP1

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893CM3015

AutoCAD SHX Text Date

AutoCAD SHX Text Revisions

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NORTH

AutoCAD SHX Text RFP1 Cover Sheet Cover Sheet RFP2 Overall Site Plan/Site Plan Enlargement Overall Site Plan/Site Plan Enlargement RFP3 Representative Drawings 1 Representative Drawings 1 RFP4 Representative Drawings 2 Representative Drawings 2

AutoCAD SHX Text Cover Sheet

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NORTH

AutoCAD SHX Text

SECTIONS 18 & 19 CRYPT CONVERSION

AutoCAD SHX Text Magee

AutoCAD SHX Text McGee

AutoCAD SHX Text Pre-placed Crypts

AutoCAD SHX Text Standard Double Depth

AutoCAD SHX Text (3'x8')

AutoCAD SHX Text

AutoCAD SHX Text Fort Scott National Cemetery

AutoCAD SHX Text Fort Scott, Kansas

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FEB 2018

AutoCAD SHX Text Pre-placed Crypts

AutoCAD SHX Text Standard Double Depth

AutoCAD SHX Text (3'x8')

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SEC 18

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SEC 19

AutoCAD SHX Text Total

Section 19

Section 18

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STOCKPILE

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GRAVEL

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GRAVEL

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ASPH

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ASPH

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ASPH

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ASPH

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STOCKPILE

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STOCKPILE

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PLATFORM

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AutoCAD SHX Text G

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STAIRS

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UNDERDRAIN

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GRAVEL

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TEL

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TEL

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UNDERDRAIN

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UNDERDRAIN

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UNDERDRAIN

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UNDERDRAIN

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UNDERDRAIN

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UNDERDRAIN

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LANDSCAPING LINE

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LANDSCAPING LINE

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LANDSCAPING LINE

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LANDSCAPING LINE

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E. NATIONAL AVE.

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18 TH ST.

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WILLIAMS ST.

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UNDERDRAIN AREA

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UNDERDRAIN AREA

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UNDERDRAIN AREA

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UNDERDRAIN AREA

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HCP 1 5/8" REBAR W/ALUM. CAP

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HCP 2 5/8" REBAR W/ALUM. CAP

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HCP 5 5/8" REBAR W/ALUM. CAP

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HCP 4 5/8" REBAR W/ALUM. CAP

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HCP 3 5/8" REBAR W/ALUM. CAP

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FL=877.61

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FL=880.74

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TOP ELEV. = 875.8 FL N = 874.2 FL E = 874.6

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TOP ELEV. = 875.9 FL NW = 873.6 FL S = 873.7

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TOP ELEV. = 892.0

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TOP ELEV. = 902.3 FL E = 899.6 FL E = 898.7 FL SE = 900.51 FL W = 898.7

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TOP ELEV. = 883.1 FL NW = 879.1 FL SE = 879.1

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TOP ELEV. = 904.5 FL SE = 898.2 FL W = 900.5

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TOP ELEV. = 904.3 FL SE = 899.3 FL W = 899.3

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TOP ELEV. = 892.9 FL SE = 887.4

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TOP ELEV. = 892.9 FL NW = 886.7 FL S = 886.7

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TOP ELEV. = 891.1 FL E = 885.5 FL W = 885.5

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TOP ELEV. = 890.6 FL E = 884.0 FL W = 884.0

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TOP ELEV. = 886.5 FL SW = 884.7

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TOP ELEV. = 885.9 FL E = 880.7 FL NW = 880.5

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TOP ELEV. = 931.31

AutoCAD SHX Text W

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AutoCAD SHX Text W

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AutoCAD SHX Text G

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AutoCAD SHX Text X 880.3

AutoCAD SHX Text X 878.2

AutoCAD SHX Text X 880.7

AutoCAD SHX Text X 880.4

AutoCAD SHX Text X 886.9

AutoCAD SHX Text X 904.7

AutoCAD SHX Text X 931.4

AutoCAD SHX Text X 930.6

AutoCAD SHX Text X 935.8

AutoCAD SHX Text ±350 3'x8'Pre-placed Crypts

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UNDERDRAIN

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HCP 1 5/8" REBAR W/ALUM. CAP

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FL=877.61

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FL=880.74

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TOP ELEV. = 883.1 FL NW = 879.1 FL SE = 879.1

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AutoCAD SHX Text X 880.3

AutoCAD SHX Text X 878.2

AutoCAD SHX Text X 880.7

AutoCAD SHX Text X 886.9

AutoCAD SHX Text ±350 3'x8'Pre-placed Crypts

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 Project Title

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Location

AutoCAD SHX Text Drawn

AutoCAD SHX Text Date

AutoCAD SHX Text Project No.

AutoCAD SHX Text Drawing No.

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RFP2

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893CM3015

AutoCAD SHX Text Date

AutoCAD SHX Text Revisions

AutoCAD SHX Text Overall Site Plan/Plan Enlargement

AutoCAD SHX Text

NORTH

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SCALE : 1" = 200'-00"

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AutoCAD SHX Text Magee

AutoCAD SHX Text McGee

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SCALE : 1" = 50'-00"

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AutoCAD SHX Text Overall Site Plan

AutoCAD SHX Text Plan Enlargement

AutoCAD SHX Text Fort Scott National Cemetery

AutoCAD SHX Text Fort Scott, Kansas

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SECTIONS 18 & 19 CRYPT CONVERSION

FEB 2018

y r

C m e e i l a n o e t

N t a e n

G a r o r i d

M u n t e s i e

G v m t

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DOUBLE-DEPTH LAWN CRYPT INSTALLATION

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SCALE: NTS

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GRAVESITE GRID MONUMENT

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SCALE: NTS

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MONUMENT MARKER

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SCALE: NTS

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CRYPT PERIMETER UNDERDRAIN

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SCALE: NTS

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CRYPT UNDERDRAIN CLEANOUT

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SCALE: NTS

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PITCH

AutoCAD SHX Text NOTES: 1. HDPE AND PHDPE SHALL BE HDPE AND PHDPE SHALL BE FURNISHED IN STRAIGHT SECTIONS (NO ROLLED PRODUCTS ALLOWED). 2. PLACE FILTER FABRIC WHERE PLACE FILTER FABRIC WHERE GENERAL BACKFILL IS PLACED OVER COMPACTED DRAINAGE STONE

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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'

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REQUIRED TEXT ENGRAVED ON CAP, TYP.

AutoCAD SHX Text 1'-0"

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%%UPLAN

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

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LIFTING LUG DETAIL

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

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ABOVE

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GRADE

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FINISH

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SET 1/2"

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%%UPLAN

AutoCAD SHX Text FILL DEPRESSION AROUND LIFTING LUG WITH SAME MATERIAL USED BETWEEN THE SMALL GAP BETWEEN CRYPTS

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PRE-PLACED CRYPT CONC. LID

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

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AutoCAD SHX Text L801

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SEE GRADING PLAN

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

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REFER TO SPECIFICATIONS REGARDING ALLOWABLE TOLERANCES DURING CRYPT PLACEMENT

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GRAVESITE GRIDLINE (AS SHOWN ON PLANS)

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SIDE VIEW - TYPICAL CRYPT BURIAL SECTION

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

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4" DEPTH TOPSOIL

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13" TO 15" COMPACTED, APPROVED GENERAL FILL, (SEE SPEC.)

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PRE-CAST CONC. LAWN CRYPT; OUTSIDE DIMENSIONS: 7'-6"L X 2'-11 1/2"W

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

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DRAINAGE HOLES REQUIRED, MANUFACTURER TO SHOW IN SHOP DRAWINGS

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COMPACTED SUBGRADE

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FILTER FABRIC BETWEEN SUBGRADE AND DRAINAGE STONE, (SEE SPEC.)

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GRAVESITE GRIDLINE (AS SHOWN ON PLANS)

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. 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 CONTRACTOR TO PROVIDE THE VA STANDARD LIFTING DEVICE FOR CRYPT LID REMOVAL TO THE VA, FURTHERMORE, CONTRACTOR SHALL ONLY USE THIS DEVICE FOR REMOVING LIDS DURING CONSTRUCTION.

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

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

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GRAVESITE GRID MONUMENT; REFER TO GRAVESITE LAYOUT PLANS FOR LOCATIONAL DATA

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PLAN VIEW

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 C.O.R.; NUMBERS MAY BE HAND WRITTEN IF DEEMED LEGIBLE BY C.O.R., OTHERWISE NUMBERS MUST BE STENCILED (SEE SPECIFICATIONS)

AutoCAD SHX Text

GRAVESITE GRID MONUMENT

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NEW IRRIGATION LINE 4" MIN. BELOW TOP OF CRYPT LID

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IRRIGATION AISLE: BACKFILL WITH COMPACTED APPROVED GENERAL FILL

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PERIMETER CRYPT W/BUMPOUT

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GRAVESITE GRIDLINE (AS SHOWN ON PLANS)

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END VIEW

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TOPSOIL

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COMPACTED APPROVED GENERAL FILL

AutoCAD SHX Text ALL TOP EDGES OF CRYPT LIDS TO BE CHAMFERED OR FILLETED, NO 90° ANGLE EDGES;MANUFACTURER TO SHOW IN SHOP DRAWINGS

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PRE-CAST CONC. LAWN CRYPT; OUTSIDE DIMENSIONS: 7'-6"L X 2'-11 1/2"W

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FILTER FABRIC UNDER CRYPTS, SEE SPECS. (TYP. BENEATH DRAINAGE STONE)

AutoCAD SHX Text AREA BETWEEN CRYPTS SHALL BE FILLED AND COMPACTED W/APPROVED 3/8" STONE (3/8" MAX. WITH 0% PASSING #10); PROVIDE SUBMITTAL FOR APPROVAL (NO SAND ALLOWED)

AutoCAD SHX Text

SOD

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6" MIN. COMPACTED DRAINAGE STONE, (SEE SPEC)

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TO BE PARALLEL TO FINISH GRADE

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3" DEPTH SAND

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SAND

AutoCAD SHX Text AREA BETWEEN CRYPTS SHALL BE FILLED AND COMPACTED W/APPROVED 3/8" STONE (3/8" MAX. WITH 0% PASSING #10); PROVIDE SUBMITTAL FOR APPROVAL (NO SAND ALLOWED)

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SUBBASE OF CRYPT & SUBGRADE ARE TO REFLECT FINISH GRADE

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3% MAX. GRADE

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 Project Title

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Location

AutoCAD SHX Text Drawn

AutoCAD SHX Text Date

AutoCAD SHX Text Project No.

AutoCAD SHX Text Drawing No.

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RFP3

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893CM3015

AutoCAD SHX Text Date

AutoCAD SHX Text Revisions

AutoCAD SHX Text Site Details 1

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AutoCAD SHX Text Magee

AutoCAD SHX Text McGee

AutoCAD SHX Text Fort Scott National Cemetery

AutoCAD SHX Text Fort Scott, Kansas

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SECTIONS 18 & 19 CRYPT CONVERSION

FEB 2018

SEC

TYPICAL SIGN TYPE E - SECTION MARKER

KEY

NO.

SIGN SIGN COPYSIGN

TYPE

NASECTION MARKER E

SIGNAGE SCHEDULE

SECTION MARKER

SEC

0 0 0

CONTRACTOR'S NAME

WITHOUT A LOST TIME ACCIDENT

DAYSTHIS PROJECT HAS WORKED

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

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FEB 2018

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AutoCAD SHX Text Checked

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AutoCAD SHX Text Location

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RFP4

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893CM3015

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AutoCAD SHX Text Site Details 2

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LIGHT GRAY GRANITE SECTION MARKER:

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HONED SMOOTH INSCRIPTION FACE; ALL

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OTHER SURFACE TO BE SMOOTH

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SAW-CUT FINISH; WORD "SEC" SHALL BE

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ENGRAVED LETTERS: 1

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"HT.,

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"STEMS &

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BARS; TEXT FOR SECTION I.D. NUMBERS

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SHALL BE AS PROVIDED BY VA & BE

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ENGRAVED 2"HT.,

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"DEPTH,

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"STEMS &

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BARS; ALL TEXT TO BE HELVETICA

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MEDIUM FONT, FILLED LETTERS.

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BURY 12" OF MARKER IN SOIL,

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COMPACT TO 95%%% STANDARD

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PROCTOR

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ALL CORNERS AND EDGES

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INCLUDING 2" BELOW

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GROUND LEVEL SHALL BE

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ROUNDED TO

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" RADIUS

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COMPACTED SUBGRADE

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GROUND LEVEL

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FINISH GRADE

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(MAY BE FLAT OR SLOPING)

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SET MARKER VERTICALLY

AutoCAD SHX Text 24"

AutoCAD SHX Text 12"

AutoCAD SHX Text 7"

AutoCAD SHX Text 8"

AutoCAD SHX Text 6"

AutoCAD SHX Text 2"

AutoCAD SHX Text 6"

AutoCAD SHX Text 18"

AutoCAD SHX Text 6"

AutoCAD SHX Text 24"

AutoCAD SHX Text 8"

AutoCAD SHX Text 2"

AutoCAD SHX Text 2 "14"

AutoCAD SHX Text 6 "12"

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NOT TO SCALE

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AutoCAD SHX Text GENERAL NOTES: 1. SEE SHEET B-102 FOR LOCATION OF SIGN. SEE SHEET B-102 FOR LOCATION OF SIGN. 2. SIZE: SIGN PANEL: 6'H X 8'W. SIZE: SIGN PANEL: 6'H X 8'W. 3. ALL VISIBLE SURFACES TO BE PRIMED AND PAINTED. ALL VISIBLE SURFACES TO BE PRIMED AND PAINTED. 4. SIGN ATTACHED TOGETHER WITH WOOD SCREWS & LAG BOLTS. SIGN ATTACHED TOGETHER WITH WOOD SCREWS & LAG BOLTS. 5. SIGN COMPONENTS: POSTS (METAL OR WOOD) AND FRAMED MDO PLYWOOD OR ALUMINUM SIGN PANEL. SIGN COMPONENTS: POSTS (METAL OR WOOD) AND FRAMED MDO PLYWOOD OR ALUMINUM SIGN PANEL. 6. GRAPHIC PROCESS: SURFACE APPLIED VINYL OR SCREENED GRAPHICS. GRAPHIC PROCESS: SURFACE APPLIED VINYL OR SCREENED GRAPHICS. 7. TYPOGRAPHY: HELVETICA BOLD.TYPOGRAPHY: HELVETICA BOLD.

AutoCAD SHX Text N.T.S.

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PROJECT CONSTRUCTION SIGN

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AutoCAD SHX Text C

AutoCAD SHX Text L

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2" X 4" FRAMING

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4" X 6" POSTS

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FACE

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PLAN VIEW

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END VIEW

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ELEVATION

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ALL VISIBLE SURFACES TO BE PRIMED AND PAINTED.

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SIGN ATTACHED TOGETHER WITH WOOD SCREWS & LAG BOLTS.

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4" X 6" POSTS

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FINISH GRADE

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DEPTH & TYPE OF FOOTING DETERMINED BY EXISTING SOIL CONDITIONS.

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BILOXI NATIONAL CEMETERY

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1,900 PRE-PLACED CRYPTS

AutoCAD SHX Text THIS SPACE FOR LISTING OF GENERAL CONTRACTOR PRIME A/E FIRM VA OFFICE OF CONSTRUCTION & FACILITIES MANAGEMENT

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EQUAL

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EQUAL

AutoCAD SHX Text FACE PANEL TO BE AN EXTERIOR GRADE. MDO SHEET OR AN ALUMINUM SKIN LAMINATED TO A WOOD OR PLASTIC CORE WITH EDGES PHYSICALLY SEALED.

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HATCHED BACKGROUND TO BE NEW VA BLUE. WHITE LETTERING IN LOGO.

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SCALE: N.T.S.

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PROJECT SAFETY SIGN

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AutoCAD SHX Text GENERAL NOTES: 1. SEE SHEET B-102 FOR LOCATION OF SIGN. SEE SHEET B-102 FOR LOCATION OF SIGN. 2. SIZE: SIGN PANEL: 3' H x 4' W. SIZE: SIGN PANEL: 3' H x 4' W. 3. ALL VISIBLE SURFACES TO BE PRIMED AND PAINTED. ALL VISIBLE SURFACES TO BE PRIMED AND PAINTED. 4. SIGN ATTACHED TOGETHER WITH WOOD SCREWS & LAG BOLTS. SIGN ATTACHED TOGETHER WITH WOOD SCREWS & LAG BOLTS. 5. SIGN COMPONENTS: POSTS (METAL OR WOOD) AND FRAMED MDO PLYWOOD OR ALUMINUM SIGN PANEL. SIGN COMPONENTS: POSTS (METAL OR WOOD) AND FRAMED MDO PLYWOOD OR ALUMINUM SIGN PANEL. SIGN PANEL MAY OR MAY NOT BE FRAMED. SIGN PANEL IS EQUIPPED WITH A REGION TO DISPLAY CHANGEABLE NUMBERS. 6. GRAPHIC PROCESS: SURFACE APPLIED VINYL OR SCREENED GRAPHICS. GRAPHIC PROCESS: SURFACE APPLIED VINYL OR SCREENED GRAPHICS. 7. TYPOGRAPHY: HELVETICA BOLD.TYPOGRAPHY: HELVETICA BOLD.

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

CHANGEABLE NUMBERS.

AutoCAD SHX Text FACE PANEL TO BE AN EXTERIOR GRADE. MDO SHEET OR AN ALUMINUM SKIN LAMINATED TO A WOOD OR PLASTIC CORE WITH EDGES PHYSICALLY SEALED.

AutoCAD SHX Text

4" X 4" POSTS PAINTED WHITE.

AutoCAD SHX Text

DEPTH AND TYPE OF FOOTING DETERMINED BY EXISTING SOIL CONDITIONS.

AutoCAD SHX Text

ELEVATION

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END VIEW

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PLAN VIEW

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2" X 4" FRAMING

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4" X 6" POSTS

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FACE

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THE LIFE YOU SAVE MAY BE YOUR OWN

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HATCHED BACKGROUND TO BE NEW VA BLUE. WHITE LETTERING IN LOGO.

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SOLID FILL IS RED. WHITE BACKGROUND WITH WHITE LETTERING.

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text Fort Scott National Cemetery

AutoCAD SHX Text Fort Scott, Kansas

SECTIONS 18 & 19 CRYPT CONVERSION

Sheets and Views

RFP1

RFP2 - Overall Site Plan & Plan Enlargement.pdf

Sheets and Views

RFP2

RFP3 - Site Details 1.pdf

Sheets and Views

RFP3

RFP4 - Site Details 2.pdf

Sheets and Views

RFP4

File details come from the government source that posted it.