S06_Fort Sill NC_920CM3006_Plan Set_Reduced_Amend 01_3 of 11.pdf

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

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.

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.

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

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

CONTROL POINTS

POINT

NORTHING

520,284.19

520,280.77

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

EASTING

1,863,624.59

1,863,625.71

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

CONTROL POINTS

POINT

NORTHING

520,213.39

520,323.18

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

520,336.81

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

1,863,791.67

1,863,665.58

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

1,863,696.73

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

520,341.15

520,268.79

520,348.99

520,346.51

520,343.08

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

1,863,691.24

1,863,808.67

1,863,697.44

1,863,700.58

1,863,701.69

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

JORDAN D. VANDERMEE

RENGINEER

AMENDMENT 001 10/12/20226

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

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

JORDAN D. VANDERMEE

RENGINEER

AMENDMENT 001 10/12/20226

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

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

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

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

JORDAN D. VANDERMEE

RENGINEER

AMENDMENT 001 10/12/20226

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

8.0'

6.0'

19.0'

30.0'

8.0'

9.0'

11.0'

9.0'

11.0'

8.0'

8.0'

21.5' 15.4'

29.4'

56.6'

16.2'

4.0'

12.2'

23.5'

18.4'

3.5'

48.3'

49.3'

8.0'

52.86'

8.0'

8.0'

8.0'

9.0'

18.9' 4.0'

4.0'

4.0'

4.0'

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

CONTROL POINTS

POINT

NORTHING

521,778.52

521,778.03

521,775.86

521,776.35

521,777.62

521,775.57

521,737.93

521,715.66

521,715.74

521,737.11

521,773.43

521,775.46

521,704.67

EASTING

1,864,160.23

1,864,173.72

1,864,173.64

1,864,160.15

1,864,184.71

1,864,240.86

1,864,275.84

1,864,275.02

1,864,272.86

1,864,273.64

1,864,239.89

1,864,184.63

1,864,274.62

CONTROL POINTS

POINT

NORTHING

521,691.18

521,691.26

521,704.75

521,764.87

521,737.89

521,736.60

521,706.10

521,705.15

521,702.16

521,703.15

521,733.65

521,735.00

521,764.98

EASTING

1,864,274.13

1,864,271.96

1,864,272.46

1,864,173.24

1,864,172.25

1,864,207.22

1,864,235.57

1,864,261.46

1,864,261.35

1,864,234.21

1,864,205.87

1,864,169.14

1,864,170.24

101 102

103104

108109

114115

120 121

124125

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 10 20

1 INCH =10 FEET

C-402

EXISTING

COLUMBARIUM 'A'

PROPOSED

COLUMBARIUM 'C'

EXISTING

COLUMBARIUM 'D'

EXISTING

COLUMBARIUM 'B'

1. FLOWER WATER STATION, SEE LANDSCAPE PLAN DETAILS.

2. CONCRETE PAVING, SEE DETAIL B8/ C-501.

3. SINGLE SIDED COLUMBARIUM WALL - TYP. SEE

ARCHITECTURAL COLUMBARIUM SHEET A-105.

4. DOUBLE SIDED COLUMBARIUM WALL - TYP. SEE

ARCHITECTURAL COLUMBARIUM SHEET A-105.

5. 6' BENCH, 6 NEW AND 1 RELOCATED FROM COLUMBARIUM

'B' REMOVAL. SEE SPECIFICATION 32 33 00 AND DETAIL

SHEET C-507.

6. 8' BENCH, SEE SPECIFICATION 32 33 00 AND DETAIL SHEET

C-507.

7. 8' BACKLESS BENCH, SEE SPECIFICATION 32 33 00 AND

DETAIL SHEET C-507.

LEGEND AND SYMBOLS

FLOWER WATER STATION

SEE SURVEY SHEET FOR EXISTING CONDITIONS LEGEND

CONCRETE

BENCH

KEYED NOTES

C-401

C-405

C-405 C-402C-403

C -4

C-405

* CONTROL POINTS AT FRONT FACE OF FOUNDATION WALL

E J

C

J CONTROL JOINT

EXPANSION JOINT

E JC JC JC JC J

E J

E J

E J

E J

E J E J

C J

C J

C JC JC J

C J

C J

C J

E J

C J

C J

C J

C J

C J

C J

C J

E J

C J

E J

C J

C J

C J

E J

E J

C J

C J

C J

E J

E J

E J

E J

E J

C J

C JC JC JC JC JE JC JC JC JE J C J

C J

E J

E J

C JC JC JE J

E J

E J C

J E J

C JC JC JC JC JC JC JC JE JE J C JC JE JC JE J

E J C

J E J

E J

C J

E J

E J

E J

C J

ENLARGED SITE AND HORIZ-VERT

CONTROL PLAN - COLUMBARIUM 'C'

TYP.TYP.

TYP.

TYP.

TW = 1262.25 TOP OF FOUNDATION

WALL ELEVATION