S02_Att 5_Fort Sill NC 920CM3006 Plan Set Reduced 3 of 11.pdf
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Fort Sill Gravesite Expansion and Cemetery FCA Improvements - Bid Documents
These are civil design and construction bid documents for the Fort Sill Gravesite Expansion and Cemetery Facilities Condition Assessment (FCA) Improvements project located in Elgin, Oklahoma. Project number 920CM3006 is sponsored by the National Cemetery Administration (NCA) under the U.S. Department of Veterans Affairs. The design and construction services are provided by JD Engineering, PC (Hamilton, MT) and PLAND consultant firm, with project management by the Department of Veterans Affairs. The documents include keyed civil site plans, deficiency assessments, control point surveys, gravesite numbering plans, and detailed drainage, paving, and infrastructure specifications.
The scope encompasses FCA deficiency repairs including asphalt paving fog seal application to existing roadways, longitudinal asphalt separation repairs (650 linear feet), transverse asphalt crack sealing throughout cemetery roads under separate contract line item (CLIN 002), fence and gate repairs with weld work and repainting, flower water station replacements and repairs, and new construction of columbaria 'C', 'E', and 'H' with associated pre-placed crypts (Section 8: 1,321 standard and 9 oversized; Section 9: 870 standard and 20 oversized). Supporting infrastructure includes new concrete and asphalt paving with sidewalks, storm drainage systems with storm drains and junction boxes, and gravel road reshaping. Benchmark monuments and horizontal control points are established via survey data. The contract requires contractor means and methods submissions for paint stripping, surface preparation, and crack sealing work, with all repair specifications subject to Contracting Officer Representative (COR) approval prior to work initiation. Issue date is 07/01/2026.
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EXISTING POND
BM #2
#4 REBARS
N: 521142.740 E: 1863787.553
ELEV: 1259.85
BM #3
#4 REBAR
N: 520053.108 E: 1863805.916
ELEV: 1263.87
COLUMBARIA 'C' & 'B'
SHEET C-203, C-402 , C-405, & C-407.
PPC AREA
SHEETS C-104, C-105, C-401 & C-406.
COLUMBARIA 'E' & 'H'
SHEET C-403 & C-408.
PAVING & CONCRETE
SHEET C-201, C-202, C-404 & C-409.
ASSEMBLY AREA
SHEET C-405, C-410, & C-506.
COMMITTAL SHELTER 'B'
SHEET C-405 & C-410.
COMMITTAL SHELTER 'A'
SHEET C-405 & C-410.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
VA FORM 08 - 6231
A
BID DOCUMENTS
N/A
National Cemetery Administration
Design and Construction Service
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
FORT SILL
GRAVESITE EXPANSION AND
CEMETERY FCA IMPROVEMENTS
Elgin, OK
920CM3006
N/A
07/01/2026Revisions: Date: JV
Approved: Project Manager/COR Department of Veteran Affairs, NCA POC: Homayoun Kazemipour Email: homayoun.kazemipour@va.gov
720.491.7559; Sean Fitzpatrick
56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433 JB
JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980
No. 44593
PROFESSIONAL
REGISTERED
JORDA N D. V A NDERMEERE NG INEER
0 100 200
1 INCH = 100 FEET
C-101
KEYED MAP - CIVIL
EXISTING COLUMBARIA
'A', 'B', & 'D'
PROPOSED COLUMBARIUM 'C'
PROPOSED PPC SECTIONS
FUTURE COLUMBARIUM 'F'
FUTURE COLUMBARIUM 'G'
PROPOSED COLUMBARIUM 'E'
PROPOSED COLUMBARIUM 'H'
PROPOSED CONCRETE
AND ASPHALT PAVING
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EXISTING POND
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
VA FORM 08 - 6231
A
BID DOCUMENTS
N/A
National Cemetery Administration
Design and Construction Service
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
FORT SILL
GRAVESITE EXPANSION AND
CEMETERY FCA IMPROVEMENTS
Elgin, OK
920CM3006
N/A
07/01/2026Revisions: Date: JV
Approved: Project Manager/COR Department of Veteran Affairs, NCA POC: Homayoun Kazemipour Email: homayoun.kazemipour@va.gov
720.491.7559; Sean Fitzpatrick
56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433 JB
JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980
No. 44593
PROFESSIONAL
REGISTERED
JORDA N D. V A NDERMEERE NG INEER
PPC EXPANSION, SEE
CIVIL, LANDSCAPE AND
IRRIGATION PLANS.
C-102
FCA DEFICIENCIES - SITE WIDE
KEYED NOTES
LEGEND AND SYMBOLS
*SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND
ASPHALT PAVING
CONCRETE PAVING
FOG SEAL
0 100 200
1 INCH = 100 FEET
EXISTING PIC BUILDING, SEE
ARCHITECTURAL AND ELECTRICAL
PLANS FOR DEFICIENCY REPAIRS.
OBSERVATION WALL, ADD
SPACE FORCE SERVICE SEAL.
SEE ARCHITECTURAL PLANS.
EXISTING FLAGPOLE.
*NOTE:
CONTRACTOR TO REPLACE FOUR (4) INOPERABLE FLOWER WATER STATIONS (FWS)
AND MAKE NECESSARY REPAIRS RELATED TO TWO (2) FWS LOCATIONS WITHIN
EXISTING COLUMBARIA. SEE KEYED NOTES 6, 7, AND 8 FOR INFORMATION.
EXISTING ADMINISTRATIVE AND
MAINTENANCE BUILDINGS, SEE
ARCHITECTURAL, MECHANICAL
AND ELECTRICAL PLANS FOR
DEFICIENCY REPAIRS.
EXISTING COMMITTAL SHELTERS,
SEE ARCHITECTURAL AND CIVIL
PLANS FOR DEFICIENCY REPAIRS.
EXISTING ASSEMBLY AREA, SEE CIVIL
PLANS FOR DEFICIENCY REPAIRS.
NEW COLUMBARIA CONSTRUCTION, SEE
CIVIL AND ARCHITECTURAL PLANS.
1. APPLY FOG SEAL TO ENTIRE EXISTING PAVED ROADWAY
AS IDENTIFIED. SEE ASPHALT PAVING REPAIR NOTES
THIS SHEET.
2. LONGITUDINAL ASPHALT SEPARATION BETWEEN
CONCRETE AND ASPHALT PAVING TYPICAL OF SIDEWALK
ALONG LOOP ROADS AT BOTH COMMITTAL SHELTERS.
BID SHALL BE FOR FOR 650 LF OF REPAIRS. SEE C2
IMAGES AND ASPHALT ROAD PAVING REPAIR NOTES
THIS SHEET.
3. TYPICAL EXISTING LONGITUDINAL ASPHALT CAULK
REPAIR.
4. ENTRY FENCE REPAIRS. SEE SHEET C-103.
5. REPLACE EXISTING FLOWER WATER STATION (FWS) FOR
A TOTAL OF (4 EA). SEE IRRIGATION SHEET LI402,
IRRIGATION DETAILS C8/LI502 AND F8/LI502 FOR ALL FWS
COMPONENTS INCLUSIVE IN THE INSTALLATION.
6. REPAIR INOPERABLE EXISTING FLOWER WATER STATION
(FWS) FOR A TOTAL OF (1 EA). SEE IRRIGATION SHEET
LI402 AND BOD REPORT FOR DETAILED REPAIR
INFORMATION.
7. REPAIR LEAK(S) AT EXISTING FLOWER WATER STATION
(FWS). SEE IRRIGATION SHEET LI402 AND BOD REPORT
FOR LOCATION(S) AND DETAILED REPAIR INFORMATION
8. ROUGHLY 2500 LF OF TRANSVERSE ASPHALT CRACKS
THROUGHOUT CEMETERY. REQUIRES CONTRACTOR
SURVEY OF ROADS. WORK SHALL BE PERFORMED
UNDER SEPARATE CLIN 002. SEE C2 & E1 IMAGES AND
ASPHALT ROAD PAVING REPAIR NOTES THIS SHEET.
ASPHALT ROAD PAVING REPAIR NOTES:
1. CONTRACTOR SHALL FOG SEAL ALL EXISTING ASPHALT
ROADWAYS AS INDICATED ON THIS SHEET. LONGITUDINAL
ASPHALT SEPARATION REPAIRS WILL CONSIST OF
REMOVAL AND REPLACEMENT OF EXISTING ASPHALT
PAVING ADJACENT TO BOTH COMMITTAL SHELTER LOOP
ROAD CONCRETE SIDEWALKS.
1.1. REMOVE ALL DEBRIS FROM ASPHALT PRIOR TO THE
APPLICATION OF SEALANT.
1.2. FOG SEAL SHALL CONFORM TO THE SPECIFICATIONS.
1.3. APPLY ASPHALTIC EMULSIONS FOR FOG SEAL AT A
RESIDUAL ASPHALT RATE OF 0.05 GAL/SQ YD MINIMUM.
1.4. SAW CUT, DEMO, AND REMOVE ASPHALT TO A
MINIMUM 18" WIDTH ALONG SIDEWALKS AT BOTH
SHELTERS FOR A TOTAL OF 650 LF BETWEEN BOTH
SHELTER AREAS.
1.5. RECONDITION AND COMPACT EXISTING BASE COURSE
BELOW ASPHALT PAVING REMOVAL VERIFY A MIN.
BASE COURSE THICKNESS OF 6" IS PLACED AND
COMPACTED IN ACCORDANCE WITH SPECIFICATION 31
20 11. SEE DETAIL F4/C-501.
2. FOR CLIN 002, THE CONTRACTOR SHALL CONDUCT A
SURVEY OF ALL EXISTING CEMETERY ROADS (FOR ANY
WORK RELATED TO KEYED NOTE 8 ABOVE) AND PROVIDE A
PAVEMENT ASSESSMENT REPORT TO THE COR FOR
APPROVAL PRIOR TO BEGINNING ANY WORK.
2.1. REPORT SHALL INCLUDE A MAPPED AREA THAT
DISPLAYS LOCATION, WIDTH, DEPTH, AND LENGTH OF
ALL INDIVIDUAL CRACKS INTENDED TO RECEIVE
REPAIRS.
2.2. REPORT SHALL INCLUDE CONTRACTOR MEANS AND
METHODS, ADDRESSING HOW CRACK SEALING AND
ANY RELATED REPAIR WORK WILL BE ACHIEVED,
EXPLAINING IN DETAIL HOW REPAIRS WILL BE MADE
TO THE VARIOUS CRACK WIDTHS.
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ASPHALT DEFICIENCIES
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ASPHALT DEFICIENCIES
E1
0 10 20
1 INCH = 10 FEET
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
VA FORM 08 - 6231
A
BID DOCUMENTS
N/A
National Cemetery Administration
Design and Construction Service
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
FORT SILL
GRAVESITE EXPANSION AND
CEMETERY FCA IMPROVEMENTS
Elgin, OK
920CM3006
N/A
07/01/2026Revisions: Date: JV
Approved: Project Manager/COR Department of Veteran Affairs, NCA POC: Homayoun Kazemipour Email: homayoun.kazemipour@va.gov
720.491.7559; Sean Fitzpatrick
56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433 JB
JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980
No. 44593
PROFESSIONAL
REGISTERED
JORDA N D. V A NDERMEERE NG INEER C-103
FCA DEFICIENCIES - GATES AND
FENCING REPAIRS
KEYED NOTES
LEGEND AND SYMBOLS
*SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND
1. GRIND DOWN EXISTING DEFECTIVE WELDS, CLEAN
SURFACE, AND PERFORM WELD REPAIRS AT ENTRY AND
EXIT (4) GATES FOR A TOTAL OF 32 CONNECTION POINTS
(8 PER GATE) BETWEEN RAILS AND BRACING TO GATE
UPRIGHTS. SEE NOTES BELOW.
2. REMOVE, PRESERVE, AND RE-INSTALL SEAL AFTER
COMPLETION OF FENCE REPAIR WORK.
3. STRIP AND REPAINT GATES. POSTS, AND FENCING
PANELS (APPROX. 126 LF) TO EXTENTS AS INDICATED IN
PLAN ON THIS SHEET. CONTRACTOR SHALL PROVIDE
PAINT TYPE AND COLOR MATCH SAMPLE TO COR FOR
APPROVAL PRIOR TO APPLICATION. SEE NOTES BELOW
4. LIMITS OF PROPOSED FENCE STRIPPING AND PAINT
WORK.
FOG SEAL
WELDING NOTES:
1. CONTRACTOR IS RESPONSIBLE FOR PROPER FIT - UP AND JOINT ALIGNMNET.
2. CONTRACTOR SHALL SELECT PROPER FILLER MATERIAL THAT MATCHES THE BASE
METAL TO ENSURE COMPATIBILITY AND STRENGTH.
EXISTING FENCE PANEL
EXISTING COLUMN
26.4'
26.4'
26.3'
19.3'
19.3'
2.4'
1.7'
1.7'
2.4'
1 1
1 1
1 1
GATE AND FENCE NOTES:
CONTRACTOR SHALL PROVIDE TO THE COR A REPORT DETAILING
ANY MEANS AND METHODS TO BE USED FOR ANY PAINT
STRIPPING/BLASTING, GRINDING, SURFACE PREPARATION,
CLEANING, PRIMING, AND PAINT APPLICATION PROCESSES PRIOR
TO BEGINNING ANY WORK. REPORT SHALL INCLUDE THE
APPROACH TO HANDLING RUST REMOVAL AND NEUTRALIZATION
OF PITTING. REPORT SHALL ALSO SPECIFY WHAT WORK IS TO BE
COMPLETED IN THE FIELD AND/OR OFF-SITE IN A CONTROLLED
ENVIRONMENT. COR APPROVAL IS REQUIRED PRIOR TO
BEGINNING ANY REPAIR WORK.
PAINT SHALL BE PPG DTM EPOXY 202, COLOR MATCHED TO
EXISTING PANELS OR EQUIVALENT EPOXY SPECIFICALLY
DESIGNED TO RESIST OUTDOOR WEATHERING. SURFACE
PREPARATION AND SPRAY APPLICATION SHALL ADHERE TO THE
PPG PRODUCT DATA SHEET INSTRUCTIONS. PRODUCTS TO BE
ACCEPTED BY THE COR FOR APPROVAL PRIOR TO PURCHASE AND
APPLICATION.
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CEMETERY ENTRANCE - DUNN ROAD
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FENCE NORTH SIDE
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FENCE BETWEEN GATES
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FENCE SOUTH SIDE
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TYPICAL WELD CONNECTIONS OF RAILS AND DIAGONAL BRACING
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TYPICAL WELD CONNECTIONS OF RAILS AND DIAGONAL BRACING
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INTO BACK OF POST
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STAINLESS STEEL SCREW
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WALL THICKNESS .10 [3]
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TOP WALL THICKNESS .07 [2] & SIDE
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1" [25] SQ. FLAT TOP TUBULAR PICKET W/ PLUG
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1 5/8" [41] X 1 5/8" [41] 'U' CHANNEL RAIL
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SQ. PUNCHED HOLE TO RECEIVE PICKET (USE STAINLESS STEEL CONNECTORS FROM BEHIND)
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PICKET TO RAIL CONNECTION
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2 1/2" [64] SQ. POST
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RAIL
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RAIL TO POST CONNECTION
AutoCAD SHX Text POSTS: 2 1/2" [64] X 2 1/2" [64] X .075" [2] WALL THICKNESS; CAST ALUM. CAP (LINE & TERMINAL POSTS)
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NOTE: PROVIDE SHOP DWGS. PRIOR TO FABRICATION
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COLOR: ANODIZED DARK BRONZE COLOR AS SELECTED BY OWNER
AutoCAD SHX Text PICKETS: 1" [25] X 1" [25] X .065" [2] WALL THICKNESS; SQUARE TOP FINIALS WITH PLUGS
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TOP WALL THICKNESS
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BOTH SHALL HAVE .100" [3] SIDE WALL THICKNESS & .070" [2]
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RAILS: CURVED RAILS WHICH SHALL BE SOLID 1 5/8" [41] X 1 5/8" [41];
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HORIZONTAL 1 5/8" [41] X 1 5/8" [41] CHANNEL EXCEPT FOR VERTICALLY
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6" [152] X 6" [152] X .188" [5] WALL THICKNESS; CAST ALUM. CAP (GATE POSTS)
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ORIGINAL DRAWING FENCE AND GATE NOTES
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ALUMINUM FENCE & GATE NOTES:
122 123
126 127
134 135
139 140
146 147
171 172
179 180
197 198
210 211
215 216 217 218
219 220
223 224
230 231
264 265 266 267
268 269
270 271
276 277
281 282
311312
347348
349 350
422 423 424 425 426
427 428 429 430 431
432 433 434 435
436 437 438 439
440 441
444 445 446
448 449 450 451
452 453
CONTROL POINTS
POINT
NORTHING
520,256.81
520,236.36
520,234.50
520,208.47
520,206.61
520,180.58
520,178.72
520,161.98
520,263.71
520,168.26
520,158.96
520,157.10
520,138.51
520,271.56
520,269.08
520,265.65
520,278.83
520,156.72
520,286.67
520,284.19
520,280.77
EASTING
1,863,591.50
1,863,617.39
1,863,619.75
1,863,652.71
1,863,655.06
1,863,688.02
1,863,690.38
1,863,711.56
1,863,595.67
1,863,716.52
1,863,728.29
1,863,730.65
1,863,754.19
1,863,601.87
1,863,605.01
1,863,606.12
1,863,615.26
1,863,769.85
1,863,621.45
1,863,624.59
1,863,625.71
CONTROL POINTS
POINT
NORTHING
520,167.34
520,167.05
520,164.57
520,173.00
520,183.61
520,183.32
520,180.84
520,300.22
520,189.27
520,308.07
520,305.59
520,302.16
520,199.89
520,199.60
520,197.12
520,205.55
520,315.33
520,216.16
520,215.87
520,213.39
520,323.18
EASTING
1,863,769.32
1,863,772.91
1,863,776.05
1,863,775.06
1,863,774.52
1,863,778.12
1,863,781.26
1,863,639.80
1,863,780.27
1,863,646.00
1,863,649.14
1,863,650.25
1,863,779.73
1,863,783.33
1,863,786.47
1,863,785.48
1,863,659.38
1,863,784.94
1,863,788.54
1,863,791.67
1,863,665.58
CONTROL POINTS
POINT
NORTHING
520,320.70
520,317.27
520,221.82
520,234.30
520,232.44
520,232.15
520,229.67
520,330.45
520,338.30
520,335.82
520,332.39
520,338.67
520,336.81
520,334.95
520,308.91
520,307.06
520,281.02
520,279.16
520,252.51
520,263.13
520,262.84
EASTING
1,863,668.72
1,863,669.83
1,863,790.69
1,863,787.80
1,863,790.15
1,863,793.74
1,863,796.88
1,863,678.97
1,863,685.17
1,863,688.30
1,863,689.42
1,863,694.38
1,863,696.73
1,863,699.09
1,863,732.04
1,863,734.40
1,863,767.36
1,863,769.71
1,863,803.46
1,863,802.92
1,863,806.52
CONTROL POINTS
POINT
NORTHING
520,260.36
520,351.84
520,268.79
520,359.69
520,357.21
520,355.64
520,353.78
520,279.40
520,279.11
520,276.63
520,360.68
520,285.06
520,368.53
520,366.05
520,362.62
520,295.68
520,295.39
520,292.91
520,305.67
520,382.07
520,317.61
EASTING
1,863,809.65
1,863,703.51
1,863,808.67
1,863,709.71
1,863,712.85
1,863,711.61
1,863,713.96
1,863,808.13
1,863,811.72
1,863,814.86
1,863,718.14
1,863,813.87
1,863,724.33
1,863,727.47
1,863,728.59
1,863,813.34
1,863,816.93
1,863,820.07
1,863,813.59
1,863,742.68
1,863,824.29
CONTROL POINTS
POINT
NORTHING
520,389.92
520,387.44
520,384.01
520,328.23
520,327.94
520,325.46
520,397.19
520,343.88
520,340.78
520,405.03
520,402.55
520,399.13
520,356.36
520,354.50
520,354.21
520,351.73
520,365.74
520,362.64
520,377.59
520,376.06
520,373.58
EASTING
1,863,748.88
1,863,752.01
1,863,753.13
1,863,823.76
1,863,827.35
1,863,830.49
1,863,762.26
1,863,829.75
1,863,833.67
1,863,768.46
1,863,771.60
1,863,772.71
1,863,826.86
1,863,829.22
1,863,832.81
1,863,835.95
1,863,827.90
1,863,831.82
1,863,825.79
1,863,830.96
1,863,834.09
CONTROL POINTS
POINT
NORTHING
520,418.58
520,391.93
520,387.92
520,385.44
520,426.43
520,423.95
520,409.36
520,407.50
520,398.21
520,109.90
520,108.42
520,108.32
520,106.85
520,119.47
520,118.00
520,117.89
520,114.84
520,114.74
520,113.48
520,159.48
520,169.47
EASTING
1,863,786.80
1,863,820.55
1,863,828.85
1,863,831.99
1,863,793.00
1,863,796.14
1,863,811.38
1,863,813.74
1,863,825.51
1,863,870.69
1,863,912.67
1,863,915.67
1,863,957.64
1,863,826.00
1,863,867.98
1,863,870.97
1,863,957.92
1,863,960.92
1,863,996.90
1,863,826.40
1,863,826.75
CONTROL POINTS
POINT
NORTHING
520,169.33
520,167.23
520,175.26
520,185.25
520,185.11
520,182.90
520,214.92
520,224.91
520,224.77
520,222.67
520,226.67
520,225.93
520,225.82
520,224.35
520,224.25
520,222.78
520,222.67
520,221.41
520,230.70
520,240.69
520,240.55
EASTING
1,863,830.75
1,863,833.68
1,863,832.96
1,863,833.31
1,863,837.31
1,863,843.23
1,863,843.35
1,863,843.70
1,863,847.70
1,863,850.63
1,863,850.77
1,863,871.76
1,863,874.76
1,863,916.73
1,863,919.73
1,863,961.70
1,863,964.70
1,864,000.68
1,863,849.91
1,863,850.26
1,863,854.26
CONTROL POINTS
POINT
NORTHING
520,238.34
520,262.36
520,272.36
520,272.22
520,270.11
520,278.14
520,288.14
520,288.00
520,285.89
520,285.79
520,317.80
520,327.80
520,327.66
520,325.55
520,333.58
520,329.35
520,343.58
520,343.44
520,339.55
520,339.41
520,120.95
EASTING
1,863,860.19
1,863,860.03
1,863,860.38
1,863,864.37
1,863,867.30
1,863,866.58
1,863,866.93
1,863,870.93
1,863,873.86
1,863,876.86
1,863,876.98
1,863,877.33
1,863,881.33
1,863,884.25
1,863,883.54
1,864,004.46
1,863,883.89
1,863,887.88
1,863,998.81
1,864,002.81
1,864,012.17
CONTROL POINTS
POINT
NORTHING
520,119.69
520,127.68
520,127.58
520,125.47
520,125.33
520,135.33
520,134.10
520,142.10
520,141.99
520,139.89
520,139.75
520,149.74
520,147.04
520,146.90
520,156.90
520,156.51
520,164.51
520,164.40
520,162.09
520,161.95
520,171.94
EASTING
1,864,048.14
1,864,048.42
1,864,051.42
1,864,054.35
1,864,058.35
1,864,058.70
1,864,093.68
1,864,093.96
1,864,096.96
1,864,099.88
1,864,103.88
1,864,104.23
1,864,124.15
1,864,128.15
1,864,128.50
1,864,139.49
1,864,139.77
1,864,142.77
1,864,151.69
1,864,155.69
1,864,156.04
CONTROL POINTS
POINT
NORTHING
520,169.66
520,169.52
520,179.52
520,177.24
520,177.10
520,187.09
520,184.81
520,184.67
520,194.66
520,202.66
520,210.97
520,212.79
520,212.65
520,224.88
520,223.62
520,223.52
520,222.05
520,221.94
520,220.47
520,220.37
520,219.28
EASTING
1,864,163.97
1,864,167.96
1,864,168.31
1,864,176.24
1,864,180.24
1,864,180.59
1,864,188.51
1,864,192.51
1,864,192.86
1,864,193.14
1,864,184.43
1,864,189.49
1,864,193.49
1,864,015.81
1,864,051.79
1,864,054.79
1,864,096.78
1,864,099.76
1,864,141.73
1,864,144.71
1,864,175.71
CONTROL POINTS
POINT
NORTHING
520,218.97
520,221.10
520,220.96
520,227.59
520,229.41
520,229.27
520,235.90
520,237.72
520,237.58
520,244.21
520,246.03
520,245.89
520,252.52
520,252.45
520,252.35
520,254.35
520,254.21
520,260.94
520,262.66
520,262.52
520,270.02
EASTING
1,864,184.71
1,864,180.78
1,864,184.78
1,864,167.00
1,864,172.06
1,864,176.06
1,864,158.28
1,864,163.35
1,864,167.35
1,864,149.57
1,864,154.64
1,864,158.63
1,864,140.85
1,864,142.85
1,864,145.85
1,864,145.92
1,864,149.92
1,864,129.14
1,864,137.21
1,864,141.20
1,864,098.44
CONTROL POINTS
POINT
NORTHING
520,269.91
520,271.07
520,270.93
520,278.01
520,286.50
520,288.22
520,288.08
520,294.91
520,296.63
520,296.49
520,303.57
520,303.47
520,305.05
520,304.91
520,311.95
520,311.57
520,320.37
520,322.09
520,321.95
520,328.82
520,330.50
EASTING
1,864,101.44
1,864,125.49
1,864,129.49
1,864,098.72
1,864,085.01
1,864,093.07
1,864,097.07
1,864,073.30
1,864,081.36
1,864,085.36
1,864,054.59
1,864,057.59
1,864,069.65
1,864,073.65
1,864,043.88
1,864,054.87
1,864,032.16
1,864,040.23
1,864,044.23
1,864,019.45
1,864,028.52
CONTROL POINTS
POINT
NORTHING
520,330.36
520,269.60
520,241.71
520,213.82
520,185.92
520,158.03
520,130.14
520,279.38
520,251.48
520,223.59
520,195.70
520,317.04
520,289.15
520,261.26
520,233.37
520,354.71
520,326.82
520,298.93
520,271.03
520,364.49
520,336.59
EASTING
1,864,032.51
1,863,588.22
1,863,623.53
1,863,658.84
1,863,694.16
1,863,729.47
1,863,764.78
1,863,653.28
1,863,688.60
1,863,723.91
1,863,759.22
1,863,683.03
1,863,718.35
1,863,753.66
1,863,788.97
1,863,712.78
1,863,748.10
1,863,783.41
1,863,818.72
1,863,777.85
1,863,813.16
CONTROL POINTS
POINT
NORTHING
520,402.15
520,135.51
520,133.93
520,132.36
520,130.78
520,129.21
520,183.48
520,181.90
520,180.33
520,178.75
520,177.18
520,229.87
520,228.30
520,226.72
520,225.15
520,277.85
520,276.27
520,274.69
520,273.12
520,324.24
520,322.66
EASTING
1,863,807.60
1,863,825.06
1,863,870.03
1,863,915.01
1,863,959.98
1,864,004.95
1,863,826.74
1,863,871.72
1,863,916.69
1,863,961.66
1,864,006.63
1,863,873.40
1,863,918.37
1,863,963.34
1,864,008.31
1,863,875.08
1,863,920.05
1,863,965.02
1,864,009.99
1,863,921.73
1,863,966.70
CONTROL POINTS
POINT
NORTHING
520,321.09
520,127.63
520,175.60
520,174.02
520,172.45
520,170.87
520,223.57
520,221.99
520,220.42
520,218.84
520,271.54
520,269.97
520,319.51
520,246.64
520,120.73
520,101.22
520,095.26
520,097.70
520,170.62
EASTING
1,864,011.68
1,864,049.92
1,864,051.61
1,864,096.58
1,864,141.55
1,864,186.52
1,864,053.29
1,864,098.26
1,864,143.23
1,864,188.20
1,864,054.97
1,864,099.94
1,864,056.65
1,863,570.08
1,863,757.35
1,863,823.86
1,863,996.26
1,864,011.35
1,864,193.77
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
VA FORM 08 - 6231
A
BID DOCUMENTS
N/A
National Cemetery Administration
Design and Construction Service
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
FORT SILL
GRAVESITE EXPANSION AND
CEMETERY FCA IMPROVEMENTS
Elgin, OK
920CM3006
N/A
07/01/2026Revisions: Date: JV
Approved: Project Manager/COR Department of Veteran Affairs, NCA POC: Homayoun Kazemipour Email: homayoun.kazemipour@va.gov
720.491.7559; Sean Fitzpatrick
56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433 JB
JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980
No. 44593
PROFESSIONAL
REGISTERED
JORDA N D. V A NDERMEERE NG INEER
0 20 40
1 INCH =20 FEET
C-104
HORIZONTAL CONTROL PLAN - PRE
PLACED CRYPTS
LEGEND AND SYMBOLS
*SEE SURVEY SHEET FOR EXISTING CONDITIONS LEGEND
GRAVESITE SECTION MARKER
GRAVESITE GRID MONUMENT
AutoCAD SHX Text
GRAVEL ACCESS ROAD
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 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52
53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80
81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 10
5A
O
SC
O
SC
O
SC
O
SC
O
SC
O
SC
O
SC
O
SC
O
SC
O
SC
O
SC
O
SC
O
SC
O
SC
O
SC
O
SC
O
SC
O
SC
O
SC
O
SC
OSC
OSC
OSC
OSC
OSC
OSC
29 30 31 32 33 34 35 36 37 38 39 40 41 42
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
71 72 73 74 75 76 77 78 79 80 81 8243 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70
83 84 85 86 87 88 89 90 91 92 93 94 95 96 12
97 98 99 10
5A
O
SC
O
SC
O
SC
O
SC
O
SC
O
SC
O
SC
O
SC
O
SC
O
SC
O
SC
O
SC
O
SC
O
SC
O
SC
O
SC
O
SC
O
SC
O
SC
O
SC
O
SC
O
SC
O
SC
O
SC
O
SC
O
SC
O
SC
O
SC
O
SC
O
SC
O
SC
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 37 38 39 40 41 42 43 44 45 46 47 48
49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 10
5A
3 65
2 70
9 75
0 75 1 75
6 79 7 79
0 84
1 84 2 84
4 88
5 88 6 88
7 88 8 88
8 92
9 93 0 93
1 93 2 93
3 93 4 93
2 97
3 97 4 97
5 97 6 97
7 97 8 97
14 10
15 10 16 10
17 10 18 10
19 10 20 10
21 10 22 10
56 10
57 10 58 10
59 10 60 10
61 10 62 10
63 10 64 10
96 10
97 10 98 10
99 11 00 11
01 11 02 11
03 11 04 11
05 11 06 11
76 11
77 11 78 11
79 11 80 11
81 11 82 11
83 11 84 11
85 11 86 11
87 11 88 11
89 11
16 12
17 12 18 12
19 12 20 12
21 12 22 12
23 12 24 12
25 12 26 12
27 12 28 12
29 12 30 12
31 12
36 11
37 11 38 11
39 11 40 11
41 11 42 11
43 11 44 11
45 11 46 11
47 11 48 11
56 12
57 12 58 12
59 12 60 12
61 12 62 12
63 12 64 12
65 12 66 12
67 12 68 12
69 12 70 12
94 12
95 12 96 12
97 12 98 12
99 13 00 13
01 13 02 13
03 13 04 13
OSC
OSC
OSC
OSC
OSC
OSC
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
VA FORM 08 - 6231
A
BID DOCUMENTS
N/A
National Cemetery Administration
Design and Construction Service
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
FORT SILL
GRAVESITE EXPANSION AND
CEMETERY FCA IMPROVEMENTS
Elgin, OK
920CM3006
N/A
07/01/2026Revisions: Date: JV
Approved: Project Manager/COR Department of Veteran Affairs, NCA POC: Homayoun Kazemipour Email: homayoun.kazemipour@va.gov
720.491.7559; Sean Fitzpatrick
56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433 JB
JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980
No. 44593
PROFESSIONAL
REGISTERED
JORDA N D. V A NDERMEERE NG INEER
0 20 40
1 INCH =20 FEET
C-105
GRAVESITE NUMBERING PLAN
LEGEND AND SYMBOLS
*SEE SURVEY SHEET FOR EXISTING CONDITIONS LEGEND
GRAVESITE SECTION MARKER
GRAVESITE GRID MONUMENT
PERIMETER CRYPTS
OSC OVERSIZED CRYPTS
AutoCAD SHX Text
GRAVEL ACCESS ROAD
AutoCAD SHX Text
GRAVEL ACCESS ROAD
AutoCAD SHX Text 07/01/2026
AutoCAD SHX Text
SCALE: 1" = 20'
AutoCAD SHX Text
GRAVESITE NUMBERING PLAN - SECTION 7
AutoCAD SHX Text E1
AutoCAD SHX Text
SCALE: 1" = 20'
AutoCAD SHX Text
GRAVESITE NUMBERING PLAN - SECTION 8
AutoCAD SHX Text E5
AutoCAD SHX Text
SCALE: 1" = 20'
AutoCAD SHX Text
GRAVESITE NUMBERING PLAN - SECTION 9
E9
1260 12
58 1257
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
VA FORM 08 - 6231
A
BID DOCUMENTS
N/A
National Cemetery Administration
Design and Construction Service
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
FORT SILL
GRAVESITE EXPANSION AND
CEMETERY FCA IMPROVEMENTS
Elgin, OK
920CM3006
N/A
07/01/2026Revisions: Date: JV
Approved: Project Manager/COR Department of Veteran Affairs, NCA POC: Homayoun Kazemipour Email: homayoun.kazemipour@va.gov
720.491.7559; Sean Fitzpatrick
56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433 JB
JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980
No. 44593
PROFESSIONAL
REGISTERED
JORDA N D. V A NDERMEERE NG INEER
0 20 40
1 INCH =20 FEET
C-201
ROAD EXTENSION PLAN AND
PROFILE
2.00' 2.00'10.00' 10.00'
2.0%
STORM CURB DRAIN INLET
STORM GUTTER DRAIN INLET
STORM DRAIN PIPING
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
9.00'9.00'
VARIES
2.0%
EXISTING
SIDEWALK
NEW
SIDEWALK
LEGEND AND SYMBOLS
*SEE SURVEY SHEET FOR EXISTING CONDITIONS LEGEND
ASPHALT PAVING
NEW SIGN
MOUNTABLE CURB OR VALLEY GUTTER
SEE SHEET C-404 FOR TRANSITION
LOCATIONS, AND B5/C-501 FOR DETAIL.
FLOWER WATER STATION
ROAD EXT.
EXISTING SIDEWALK
NEW SIDEWALK
NEW SIDEWALK
NEW SIDEWALK
2.00' 2.00'10.00' 10.00'
2.0%
9.00'9.00'
2.0%
2.0%
NEW
SIDEWALK
NEW
SIDEWALK
* NOTE:
SEE GRADING SHEETS FOR VARIED SLOPES.
2.00' 2.00'VARIES VARIES
VARIES
9.00'
2.0%
NEW
SIDEWALK
NEW
SIDEWALK
* NOTES:
FOR C&G TO VALLEY GUTTER TRANSITIONS
SEE SHEET C-404.
NEW SIDEWALK ENDS ~ STA 2+87.43 RT. AND
3+00.76 LT.
CONCRETE
AutoCAD SHX Text 07/01/2026
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text
SCALE: NTS
AutoCAD SHX Text
ROADWAY CROSS SECTION - STA 0+18.25 TO 1+24.36
AutoCAD SHX Text C7
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text
SCALE: NTS
AutoCAD SHX Text
ROADWAY CROSS SECTION - STA 1+24.36 TO 2+16.90
AutoCAD SHX Text D7
AutoCAD SHX Text
SCALE: NTS
AutoCAD SHX Text
ROADWAY CROSS SECTION - STA 2+16.90 TO 3+02.11
AutoCAD SHX Text F7
AutoCAD SHX Text C
L
ST-1 AREA GUTTER DRAIN
ST-2 AREA GUTTER DRAIN ST-3 CURB INLET
ST-4 CURB INLET
ST-5 JUNCTION BOX
1260 12
58 1257
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
VA FORM 08 - 6231
A
BID DOCUMENTS
N/A
National Cemetery Administration
Design and Construction Service
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
FORT SILL
GRAVESITE EXPANSION AND
CEMETERY FCA IMPROVEMENTS
Elgin, OK
920CM3006
N/A
07/01/2026Revisions: Date: JV
Approved: Project Manager/COR Department of Veteran Affairs, NCA POC: Homayoun Kazemipour Email: homayoun.kazemipour@va.gov
720.491.7559; Sean Fitzpatrick
56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433 JB
JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980
No. 44593
PROFESSIONAL
REGISTERED
JORDA N D. V A NDERMEERE NG INEER
0 20 40
1 INCH =20 FEET
C-202
DRAINAGE PLAN AND PROFILE -
ROAD EXTENSION
1. AREA DRAIN, SQUARE FRAME AND GRATE, SEE DETAIL
F4/C-502.
2. CURB INLET, SEE DETAIL F8/C-502.
3. JUNCTION BOX, SEE DETAIL F1/C-502.
4. HDPE STORM PIPE, SEE BEDDING DETAIL C4/C-502.
5. DRAINAGE RUN 2 FROM COLUMBARIA 'E' AND 'H'.
6. DRAINAGE RUN 2 OUTFALL.
STORM DRAIN JUNCTION BOX
STORM CURB DRAIN INLET
STORM GUTTER DRAIN INLET
STORM DRAIN PIPING
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
LEGEND AND SYMBOLS
*SEE SURVEY SHEET FOR EXISTING CONDITIONS LEGEND
ASPHALT PAVING
NEW SIGN
MOUNTABLE CURB AND
VALLEY GUTTER
FLOWER WATER STATION
KEYED NOTES
1 2
MATCHLINE
SEE SHEET C-203
M
ATC
H
LIN
E
SEE SH
EET C
-203
ST-3 CURB INLET
ST-4 CURB INLET
ST-6 AREA DRAIN
ST-7 JUNCTION BOX
ST-8 FLARED END SECTION
ST-5 JUNCTION BOX
IE:1254.32
IE:1255.65
IE:1253.84
IE:1256.80 IE:1256.95
IE:1255.94
IE:1255.99
ST-9 INLINE AREA DRAIN
ST-10 JUNCTION BOX
ST-11 FLARED END SECTION
IE:1261.15
IE:1261.64 IE:1262.25
IE:1263.30
IE:1263.11 IE:1263.20
IE:1262.43
IE:1262.54
IE:1262.10
IE:1262.19
IE:1261.88
IE:1261.91
12631262
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
VA FORM 08 - 6231
A
BID DOCUMENTS
N/A
National Cemetery Administration
Design and Construction Service
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
FORT SILL
GRAVESITE EXPANSION AND
CEMETERY FCA IMPROVEMENTS
Elgin, OK
920CM3006
N/A
07/01/2026Revisions: Date: JV
Approved: Project Manager/COR Department of Veteran Affairs, NCA POC: Homayoun Kazemipour Email: homayoun.kazemipour@va.gov
720.491.7559; Sean Fitzpatrick
56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433 JB
JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980
No. 44593
PROFESSIONAL
REGISTERED
JORDA N D. V A NDERMEERE NG INEER C-203
DRAINAGE PLAN AND PROFILE -
COLUMBARIA
PERFORATED 4" HDPE PIPE
NON PERFORATED 6" HDPE PIPE
FLARED END SECTION
CLEANOUT
1. AREA DRAIN/ INLINE DRAIN WITH ROUND FRAME AND GRATE,
SEE DETAILS C1 AND F4/C-502.
2. JUNCTION BOX, SEE DETAIL F1/C-502.
3. HDPE STORM PIPE, SEE BEDDING DETAIL C4/C-502.
4. DRAINAGE RUN 1 FROM ROAD EXTENSION.
5. FLARED END SECTION, SEE DETAIL C6/C-502.
6. RIPRAP OUTLET PROTECTION, SEE DETAIL C8/C-502.
7. CONSTRUCT 12" X 6" HDPE REDUCING TEE.
STORM AREA DRAIN / JUNCTION BOX
STORM DRAIN PIPING
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
LEGEND AND SYMBOLS
*SEE SURVEY SHEET FOR EXISTING CONDITIONS LEGEND
FLOWER WATER STATION
KEYED NOTES
EXISTING STORM DRAIN PIPING
EXISTING FLARED END SECTION
0 20 40
1 INCH =20 FEET
FLOWER WATER STATION
BENCH
EXISTING STORM JUNCTION BOX
EXISTING GRAVEL ROAD 6
MATCHLINE
SEE SHEET C-202
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COLUMBARIUM 'C' DRAINAGE RUN - 3
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COLUMBARIA 'E' AND 'H' DRAINAGE RUN - 2
D2
48.00' TYP.
12.50'
45.00'
45.00'
45.00'
45.00'45.00'45.00' 45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
6.50'
9.50'
13.50'
6.50'
1.50'
15.00'
7.50'
3.50'
6.50'
3.00' TYP.
1.50' TYP.
3.00' TYP.
1.50' TYP.
1.50' TYP.
3.00' TYP.
3.00' 7.17'
8.00'
3.00' 3.00'
3.00'
3.00'
3.00'
17.00'
17.00'
.00
EXISTING POND
TW
= 1258.65
TW= 1258.65
TW
= 1258.65
TW= 1258.65
TW
= 1258.80
TW= 1258.80
TW
=1258.80
TW= 1259.00
TW= 1259.15
TW
= 1259.00
TW
= 1259.15
TW
= 1259.00
TW= 1259.15
TW= 1259.00
TW= 1265.00
TW
= 1265.00
TW
= 1264.95
TW= 1264.95
TW
= 1264.95
TW= 1265.25
TW
= 1265.15
TW
= 1265.00
TW= 1265.00
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
VA FORM 08 - 6231
A
BID DOCUMENTS
N/A
National Cemetery Administration
Design and Construction Service
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
FORT SILL
GRAVESITE EXPANSION AND
CEMETERY FCA IMPROVEMENTS
Elgin, OK
920CM3006
N/A
07/01/2026Revisions: Date: JV
Approved: Project Manager/COR Department of Veteran Affairs, NCA POC: Homayoun Kazemipour Email: homayoun.kazemipour@va.gov
720.491.7559; Sean Fitzpatrick
56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433 JB
JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980
No. 44593
PROFESSIONAL
REGISTERED
JORDA N D. V A NDERMEERE NG INEER
0 20 40
1 INCH =20 FEET
C-401
ENLARGED SITE PLAN - PRE
PLACED CRYPTS
HEADSTONE
DIRECTION
1. FLOWER WATER STATION, SEE LANDSCAPE PLANS.
2. TYPICAL SECTION MARKER. SEE DETAIL E7/C-505.
3. TYPICAL GRID MONUMENT. SEE DETAIL C1 AND F1/C-505.
4. PRE-PLACED CRYPTS. SEE DETAIL SHEET C-503 AND C-504.
LEGEND AND SYMBOLS
*SEE SURVEY SHEET FOR EXISTING CONDITIONS LEGEND
FLOWER WATER STATION
HEADSTONE
DIRECTION
KEYED NOTES
C-401
LIMIITS OF GRAVEL
ROAD RE-SHAPE.
LIMIITS OF GRAVEL
ROAD RE-SHAPE.
HEADSTONE
DIRECTION
GRAVESITE SECTION MARKER
GRAVESITE GRID MONUMENT
C-405
C-405 C-402C-403
C -4
C-405
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP. 4
TYP.
TYP.
SECTION 7 PPC'S
1312 STANDARD
22 OVERSIZED
EXISTING
SECTIO
N 6 PPC'S
SECTION 8 PPC'S
1321 STANDARD
9 OVERSIZED
SECTION 9 PPC'S
870 STANDARD
20 OVERSIZED
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GRAVEL ACCESS ROAD
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KEY MAP
C9
File details come from the government source that posted it. Updated .