36C78620B0002-007.pdf

1%

1%

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

BID DOCUMENTS

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 RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

BURIAL EXPANSION AND

ROAD IMPROVEMENTS

FORT GIBSON, OKLAHOMA

844CM3023

N/A Project Director

10/29/2019Revisions: Date:

National Cemetery

Administration

WICHITA, KS

N

SCALE: 1"=30'

30 600

E X

IS

T

IN

G

D

R

IV

E

PROPOSED CONTOUR

FLOW ARROW

LEGEND

EXISTING CONTOUR

LIMITS OF GRADING

P

R

O

P

D

R

I

V

E

PROPOSED

STORM SEWER

EXISTING

STORM SEWER

PROPOSED

STORM SEWER

EXISTING

STORM SEWER

SECTION

23B

SECTION

23A

SHT. CG102

SHT.

CG103

GRASS PAVE PATH

PROPOSED

STORM SEWER

PROPOSED

STORM SEWER

OVERALL GRADING MAP

CG101

DMLKK

1%

INLET

TOP=582.90

FL=577.85

15" END SECTION

FL=577.57

INLET TOP=587.70

FL=582.23

18" END SECTION

FL=580.77

MATCH=586.47

MATCH=587.38

TOC=588.16

TOC=587.52

TOC=587.66

TOC=587.29

TOC=585.20

TOC=585.83

TOC=587.00

TOC=586.63

589.50

590.23

590.98

590.78

590.03

589.30

593.20

594.87

594.67

593.00

584.13

583.99

585.14

585.97

586.96

587.39

FL=587.66

FL=588.33

TOP OF INLET=

588.69

TOP OF INLET=

589.86

FL=590.48

TOP OF INLET=

591.39

TOC=587.48

TOC=586.97

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

BID DOCUMENTS

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 RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

BURIAL EXPANSION AND

ROAD IMPROVEMENTS

FORT GIBSON, OKLAHOMA

844CM3023

N/A Project Director

10/29/2019Revisions: Date:

National Cemetery

Administration

WICHITA, KS

P

R

O

P

O

S

E

I

V

E

E X

IS

T

IN

G

IV

E

N

SCALE: 1"=20'

20 400

PROPOSED CONTOUR

FLOW ARROW

LEGEND

EXISTING CONTOUR

LIMITS OF GRADING

SPOT ELEVATIONS

1329.86

SECTION 26

SECTION 27

GRASS PAVE PATH

PROPOSED

STORM SEWER

EXISTING

STORM SEWER

PROPOSED

STORM SEWER

PROPOSED

STORM SEWER

DETAILED GRADING

CG102

1%

TOC=583.00

TOC=583.41

TOC=582.35

TOC=582.69

TOC=581.07

TOC=581.60

MATCH=579.52

MATCH=580.00

593.20

594.87

594.67

593.00

595.98

595.78

597.08

596.88

598.76

598.56

597.18

596.98

596.62

596.82

595.23

595.03

578.64

580.15 580.60

581.96

583.09

584.13

583.99

FL=590.48

TOP OF INLET=

591.39

FL=593.31

TOP OF INLET=

594.25

FL=594.88

TOP OF INLET=

596.20

FL=595.37

FL=594.31

FL=596.29

TOP OF INLET=

598.29

INLET

TOP=582.90

FL=577.85

15" END SECTION

FL=577.57

INLET TOP=594.35

FL=589.40

TOC=583.26

TOC=583.76

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

BID DOCUMENTS

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 RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

BURIAL EXPANSION AND

ROAD IMPROVEMENTS

FORT GIBSON, OKLAHOMA

844CM3023

N/A Project Director

10/29/2019Revisions: Date:

National Cemetery

Administration

WICHITA, KS

N

SCALE: 1"=20'

20 400

PROPOSED CONTOUR

FLOW ARROW

LEGEND

EXISTING CONTOUR

LIMITS OF GRADING

SPOT ELEVATIONS

1329.86

P

R

O

P

O

S

I

V

E

E X

IS

T

IN

G

D R

IV

E

SECTION 26

SECTION 27

SECTION 28

SECTION 29

GRASS PAVE PATH

PROPOSED

STORM SEWER

DETAILED GRADING

CG103

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

BID DOCUMENTS

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 RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

BURIAL EXPANSION AND

ROAD IMPROVEMENTS

FORT GIBSON, OKLAHOMA

844CM3023

N/A Project Director

10/29/2019Revisions: Date:

National Cemetery

Administration

WICHITA, KS

N

SCALE: 1"=30'

30 600

GAS LINE

LEGEND

EXIST. CONTOUR

PROP. CONTOUR

WATERLINE

SANITARY SEWER

STORMWATER SEWER

SILT FENCE

LIMITS OF GRADING

STABILIZED CONSTRUCTION ENTRANCE

UNDERGROUND ELECTRICAL

FIBER OPTIC CABLE

FLOW ARROW

BACK OF CURB PROTECTION

12" STRAW WAFFLE DITCH CHECK (12)

E X

IS

T

IN

G

D

R

IV

E

P

R

O

P

O

S

I

V

E

PROPOSED

STORM SEWER

EXISTING

STORM SEWER

PROPOSED

STORM SEWER

INSTALL 960 SY OF 'NORTH

AMERICAN GREEN' SC-350

TURF REINFORCEMENT MAT.

IP

AREA INLET PROTECTION

IP

IP

IP

IP

IP

IP

IP

IP

TURF REINFORCEMENT MAT

GRASS PAVE PATH

INSTALL FLEXAMAT CHANNEL

ARMORING DETAIL (OR

APPROVED EQUAL) PER

DETAIL 3, SHEET CI503.

INSTALL FLEXAMAT CHANNEL

ARMORING DETAIL (OR

APPROVED EQUAL) PER

DETAIL 3, SHEET CI503.

CHANNEL ARMORING

CURB INLET PROTECTION

PROPOSED

STORM SEWER

PROPOSED

STORM SEWER

PROPOSED

STORM SEWER

EROSION CONTROL PLAN

CG104

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

BID DOCUMENTS

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 RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

BURIAL EXPANSION AND

ROAD IMPROVEMENTS

FORT GIBSON, OKLAHOMA

844CM3023

N/A Project Director

10/29/2019Revisions: Date:

National Cemetery

Administration

WICHITA, KS

24' TYPICAL ROAD SECTION

MOUNTABLE CURB AND GUTTER DETAIL

12'

28'

SLOPE 3%

4" ASPHALT BASE

TYPE "S3" PG 64-22 OK

8" SUBBASE COURSE -

TYPE "A" AGGREGATE (ODOT STD)

12'

SLOPE VARIES

SEE GRADING PLAN

2'

6"

2'

6"

SLOPE VARIES

SEE GRADING PLAN

CONCRETE MOUNTABLE

CURB & GUTTER

CONCRETE MOUNTABLE

CURB & GUTTER

STA. 10+32.85 TO 18+16.60 (LOOKING UP STATION)

GENERAL PAVING NOTES:

1. PRIOR TO COMPACTION AND PLACEMENT OF GRANULAR

SUBBASE, THE CUT AREA SHALL BE REVIEWED AND PROOF

TESTED FOR STABILITY BY A GEOTECHNICAL ENGINEER. IF

COMPACTION IS REQUIRED, COMPACTION SHALL BE IN

ACCORDANCE WITH ASTM D698.

(REFER TO GEOTECH REPORT)

2. REFER TO SPECIFICATIONS SECTION 02514 FOR WORK AND

MATERIAL RELATED TO ASPHALT CONCRETE PAVING.

NOTES:

1. CONCRETE FOR CURB AND GUTTER SHALL HAVE A

COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS.

2. WHERE PROPOSED CURB & GUTTER IS TO BE CONNECTED

TO EXIST. CURB & GUTTER OR TO CURB INLET, IT SHOULD

BE DONE AT THE EXIST. GUTTER FLOW LINE ELEVATION.

CONTRACTOR SHALL TRANSITION FROM PROPOSED

PROFILE TO EXISTING PROFILE OVER 10 LINEAR FEET.

3. CURBING SHALL BE CONSTRUCTED IN SECTIONS HAVING

A UNIFORM LENGTH OF TEN (10) FEET MINIMUM WITHOUT

THE NEED OF ANY JOINT FILLER. SECTIONS SHALL BE

SEPARATED BY OPEN JOINS 1/8" WIDE EXCEPT AT

EXPANSION JOINTS.

4. 1/2" PREMOLDED EXPANSION JOINT MATERIAL SHALL BE

INSTALLED WHERE CONC. CURB & GUTTER ABUTS CONC.

SIDEWALK, CONCRETE CURB, CONCRETE INLETS, BRIDGE

WINGWALLS, BRIDGE ABUTMENTS, POINT OF TANGENT,

POINT OF CURVATURE, POINT OF CHANGE IN CURVATURE

AND/OR ANY OTHER LOCATIONS SPECIFIED BY THE

ENGINEER. MAX. SPACING = 105'

MOUNTABLE CURB CROSS SECTION DIMENSION

NOTES:

CROSS SLOPE OF GUTTER SAME AS ABUTTING PAVEMENT

10"

2'-0"

1'-2"

10" R

1/4" R

2" ASPHALT SURFACE

TYPE "S4" PG 64-22 OK

PAVING TYPICAL SECTIONS

CG301

JWCKK

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

BID DOCUMENTS

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 RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

BURIAL EXPANSION AND

ROAD IMPROVEMENTS

FORT GIBSON, OKLAHOMA

844CM3023

N/A Project Director

10/29/2019Revisions: Date:

National Cemetery

Administration

WICHITA, KS

EROSION CONTROL DETAILS

CG501

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

BID DOCUMENTS

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 RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

BURIAL EXPANSION AND

ROAD IMPROVEMENTS

FORT GIBSON, OKLAHOMA

844CM3023

N/A Project Director

10/29/2019Revisions: Date:

National Cemetery

Administration

WICHITA, KS

EROSION CONTROL DETAILS

CG502

CRYPT NOTES:

1. THE CONTRACTOR SHALL UNLOAD THE CRYPTS TO A DESIGNATED STORAGE AREA, IN

COORDINATION WITH THE COTR. THE CONTRACTOR SHALL INSTALL THE CRYPTS IN

ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.

2. PRIOR TO COMMENCEMENT OF INSTALLATION WORK CONTRACTOR AND THE COTR TO

INSPECT/CERTIFY THAT THE CRYPTS ARE UNDAMAGED IN THE STORAGE AREA, AND THAT ANY

DAMAGE TO THE CRYPTS DURING INSTALLATION IS THE RESPONSIBILITY OF THE

CONTRACTOR.

3. CRYPT SUPPLIER SHALL SUBMIT SEALED ENGINEERING CALCULATIONS AND DRAWINGS FOR

THE DESIGN OF THE BURIAL CRYPTS. THE ENGINEER SHALL BE A QUALIFIED STRUCTURAL

ENGINEER, LICENSED IN THE STATE OF OKLAHOMA. THE SEALED STRUCTURAL DESIGN

CALCULATIONS AND DRAWINGS OF THE BURIAL CRYPTS SHALL BE SUBMITTED TO THE COTR

FOR REVIEW PRIOR TO FABRICATION.

4. DRAWINGS ON THIS SHEET ARE REPRESENTATIVE OF A POSSIBLE CRYPT DESIGN AND ITS

DIMENSIONS. THE FINAL DESIGN SHALL MAINTAIN THE FOLLOWING MINIMAL INTERIOR

DIMENSIONS:

STANDARD INTERIOR: WIDTH 30" MIN. LENGTH 86" MIN.

OVERSIZED INTERIOR: WIDTH 42" MIN. LENGTH 92" MIN.

VERTICAL CLEARANCE 25-1/2" (TOP OF LOWER CASKET REST TO BOTTOM OF SHELF AND TOP

OF CASKET REST ON SHELF TO BOTTOM OF LID). CONTRACTOR SHALL SUBMIT ALL

DIMENSIONS FOR APPROVAL.

5. EXCEPT FOR THE MINIMAL INTERIOR AND GRIDLINE DIMENSIONS, OTHER DIMENSIONS ARE

FOR GENERAL SIZING PURPOSES ONLY. ACTUAL CRYPT DESIGN IS BY OTHERS.

6. PERIMETER AND INTERIOR CRYPTS, TO BE DESIGNED TO SUPPORT LOAD TESTS AS SPECIFIED.

7. IT IS CRITICAL THAT THE CONTRACTOR MAINTAIN COVERAGE OVER THE FINISHED CRYPTS AT

20" MIN. TO 22" MAX. (4" TOPSOIL, 16-18" BACKFILL) NO VARIATIONS OUTSIDE OF THESE

TOLERANCES WILL BE PERMITTED. THE CONTRACTOR SHALL ALSO DEPTH PROBE 100/SECTION

RANDOM SPOT LOCATIONS IN THE PRESENCE OF THE COTR TO FIELD VERIFY COMPLIANCE

AFTER FINE GRADING HAS BEEN COMPLETED PRIOR TO TURF INSTALLATION. MAINTAINING

DEPTH OF COVER OVER ALL CRYPT LIDS IS CRITICAL; CONTRACTOR SHALL PROVIDE THE

MEANS AND METHODS AS APPROVED BY THE COTR TO VERIFY DEPTH OF COVER;

INACCURACIES IN DEPTH SHALL BE REMEDIED TO THE SATISFACTION OF THE COTR PRIOR TO

ACCEPTANCE OF CRYPT INSTALLATION.

8. LAYOUT OF CRYPTS SHALL BE BASED ON COORDINATE POINTS ON CORNERS. PLACE

MONUMENTS AFTER THE PLACEMENT OF ALL CRYPTS TO ENSURE ACCURATE MONUMENT

PLACEMENT, HAND-EXCAVATE SUFFICIENT MATERIAL TO EXPOSE 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.

9. PROVIDE STANDARD LIFTING DEVICE FOR CRYPT LID AND INNER SHELF REMOVAL.

CONTRACTOR SHALL ONLY USE THIS DEVICE FOR REMOVING LIDS DURING CONSTRUCTION.

10. CRYPT DESIGN SHALL BE SINGLE OR QUAD UNITS.

LIFTING ANCHOR W/ BLACK

PLASTIC CAP TO COVER BOWL

(TYP.)

LIFTING ANCHOR W/ BLACK

PLASTIC CAP TO COVER BOWL

(TYP.)

REBAR

ABS SHELF

ABS

RUSTPROOF PIPE OR PVC

STRUCTURAL MEMBER

C

L

(TYP.)

NOT TO SCALE

18"

5 EQ. SPACES

8'-0" GRIDLINE

3'-0"

86"

4" DIA. TAPERED

WEEP HOLES TYP.

A

A

SECTION A-A

SECTION B-B

B

B

GRIDLINE

LIFTING LUG W/ BLACK PLASTIC

CAP TO COVER BOWL (TYP.)

CASKET RISERS

REQUIRED ON BOTTOM

OF CRYPTS,

MANUFACTURER TO

SHOW IN SHOP

DRAWINGS

T

Y P

15" (TYP)

2 1/2" DIA.

BLACK PLASTIC COVER

PRE-PLACED

CRYPT CONC.

LID

GALV. STEEL

ANCHOR PIN,

MIN. CAPACITY

.98 TON EA.

EQ EQ

LIFTING LUG DETAIL

END VIEW

PREPLACED CRYPT CONSTRUCTION

NOT TO SCALE

END VIEW

NOT TO SCALE

CRYPT LID - PLAN VIEW

NOT TO SCALE

ALL TOP EDGES OF CRYPT LIDS TO BE

CHAMFERED OR RADIUSED, NO SQUARED EDGES,

MANUFACTURER TO SHOW IN SHOP DRAWINGS

CRYPT LID

SECTION AT LIFTING ANCHOR

INSIDE SHELF

RUSTPROOF PIPE OR PVC

STRUCTURAL MEMBER

3'-0"

SECTION A-A

B

B

GRIDLINE

PERIMETER CRYPT

INTERIOR CRYPT

PREPLACED CRYPT

ABS SHELF

C

L

(TYP.)

NOT TO SCALE

1'-7"

6 EQ. SPACES

PREPLACED CRYPT OVERSIZED

20"

8"

23"

PLAN VIEW

1 2

30" 30"

3 4

3 4

RUSTPROOF PIPE OR PVC

STRUCTURAL MEMBER

NOT TO SCALE

NOT TO SCALE

90"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

BID DOCUMENTS

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 RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

BURIAL EXPANSION AND

ROAD IMPROVEMENTS

FORT GIBSON, OKLAHOMA

844CM3023

N/A Project Director

10/29/2019Revisions: Date:

National Cemetery

Administration

WICHITA, KS

CRYPT DETAILS

CG503

END VIEW

NOT TO SCALE

CRYPT INSTALLATION - STEPPED PLANE

IRRIGATION PIPE SHALL

BE A MIN. 4" BELOW THE

BOTTOM OF CRYPT LID

TOPSOIL

COMPACTED APPROVED GENERAL FILL

(85% STANDARD DENSITY-AASHTO T99),

SEE SPECIFICATIONS

COMPACTED DRAINAGE AGGREGATE #67

(95% STANDARD DENSITY-AASHTO T99)

O N

L A

N S

A S

H O

W N

G R

I D

L I N

E

A

N S

O

W N

G R

I D

L I N

E

SIDE VIEW

CRYPT CENTERED

IN BOTH DIRECTIONS BETWEEN

GRIDLINES, MEASURED AT TOP

OF CRYPT

REFER TO SPECIFICATIONS

REGARDING ALLOWABLE

TOLERANCES DURING

CRYPT PLACEMENT

GEOTEXTILE FABRIC

PERFORATED PVC UNDERDRAIN

PIPE (HOLES DOWN) REFER TO

CRYPT SUBDRAINAGE PLAN FOR

SIZE, ROUTING AND CONNECTION

TO STORM SYSTEM

AREA BETWEEN CRYPTS SHALL

BE FILLED AND CONSOLIDATED

PEA GRAVEL; PROVIDE

SUBMITTAL FOR APPROVAL (NO

SAND ALLOWED)

12"

M I

M A

X

M

M

X

M

T

O

M

EQ

EQ

COMPACTED APPROVED

GENERAL FILL (85%

STANDARD DENSITY-

AASHTO T99), SEE

SPECIFICATIONS

GEOTEXTILE FABRIC

NOTE: EACH CRYPT SHALL STEP

8'-0" O.C. (PREPLACED CRYPT GRIDLINE)

M

I N

S T

E P

M

I N

M

A X

0%

(TYP.)

12"

TOPSOIL

M

M

EQ

IRRIGATION

AISLE:

BACKFILL

WITH

DRAINAGE

AGG. #67

3'-0" O.C. (PREPLACED CRYPT GRIDLINE)

18"

3'-0" O.C. (PREPLACED CRYPT GRIDLINE)

EQ

NOTE: CRYPTS SHALL BE

CENTERED IN GRIDLINES.

M

I N

M

A X

M

I N

M

I N

0%

(TYP.)

NOT TO SCALE

PRE-PLACED CRYPT

PERFORATED PVC PERIMETER PIPE

(HOLES DOWN) REFER TO CRYPT

SUBDRAINAGE PLAN FOR SIZE,

ROUTING AND CONNECTION TO STORM

SYSTEM

18"

MIN.

NOT TO SCALE

COMPACTED DRAINAGE AGGREGATE #67

(95% STANDARD DENSITY-AASHTO T99)

SEE SOIL PROFILE IN DETAIL 1

GEOTEXTILE FABRIC

6" COMPACTED SUBGRADE

(95% STANDARD DENSITY-AASHTO T99)

CRYPT UNDERDRAIN - STEPPED PLANE

CRYPT UNDERDRAIN CLEANOUT -

STEPPED PLAN

PRE-PLACED CRYPT

18"

MIN.

SEE SOIL PROFILE IN DETAIL 1

PRE-PLACED CRYPT

COMPACTED DRAINAGE AGGREGATE #67

(95% STANDARD DENSITY-AASHTO T99)

GEOTEXTILE FABRIC

6" COMPACTED SUBGRADE

(95% STANDARD DENSITY-AASHTO T99)

PERFORATED PVC UNDERDRAIN

GASKETED PVC ELBOW

45° PVC ELBOWS (2)

PVC PIPE REDUCER AS

REQUIRED PER PLAN

GEOTEXTILE FABRIC

6" PVC RISER, 45°

ELBOWS, & FLUSH

MOUNTED

CLEANOUT PLUG

LOCATE CLEAN OUT WHERE INDICATED ON

CRYPT SUBDRAINAGE PLANS

GEOTEXTILE FABRIC

T

R E

N C

H

T

R E

N C

H

FLOWLINE OF CRYPT

UNDERDRAINS

G R

I D

L I N

E

A

S

S H

O W

N

O

N

P

L A

N S

SLOPE VARIES

(TYP.)

M

I N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

BID DOCUMENTS

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 RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

BURIAL EXPANSION AND

ROAD IMPROVEMENTS

FORT GIBSON, OKLAHOMA

844CM3023

N/A Project Director

10/29/2019Revisions: Date:

National Cemetery

Administration

WICHITA, KS

CRYPT DETAILS

CG504

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

BID DOCUMENTS

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 RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

BURIAL EXPANSION AND

ROAD IMPROVEMENTS

FORT GIBSON, OKLAHOMA

844CM3023

N/A Project Director

10/29/2019Revisions: Date:

National Cemetery

Administration

WICHITA, KS

N

SCALE: 1"=30'

30 600

CONSTRUCT 6" ASPHALT

PAVEMENT ON 8" TYPE A

AGGREGATE BASE

SEC. 29

IGC

1,500

SEC. 28

IGC

1,535

SEC. 26

PPC

1,430

SECTION

23B

SECTION

23A

10' GRASS PAVE PATH

LEGEND

PROP. SWS

PROP. RCB

SECTION

22B

SECTION

22A

SECTION 21

SECTION

PROP. RCB

SEC. 27

PPC

1,570

ROADWAY OVERALL VIEW

CP101

PLAN ROAD 1 (10+00 TO 15+00)

PROFILE ROAD 1 (10+00 TO 15+00)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

BID DOCUMENTS

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 RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

BURIAL EXPANSION AND

ROAD IMPROVEMENTS

FORT GIBSON, OKLAHOMA

844CM3023

N/A Project Director

10/29/2019Revisions: Date:

National Cemetery

Administration

WICHITA, KS

N

SCALE: 1"=20'

20 400

P

R

O

A

D

SEC. 26

PPC

SECTION

23A

SECTION

23B

M

A

T

C

ROAD 1

PLAN & PROFILE

CP102

PLAN ROAD 1 (15+00 TO 18+37.54)

PROFILE ROAD 1 (15+00 TO 18+37.54)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

BID DOCUMENTS

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 RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

BURIAL EXPANSION AND

ROAD IMPROVEMENTS

FORT GIBSON, OKLAHOMA

844CM3023

N/A Project Director

10/29/2019Revisions: Date:

National Cemetery

Administration

WICHITA, KS

N

SCALE: 1"=20'

20 400

SEC. 27

PPC

M

A

T

P

R

O

P

R

O

A

D

SEC. 29

IGC

ROAD 1 (CONT.)

PLAN & PROFILE

CP103

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

BID DOCUMENTS

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 RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

BURIAL EXPANSION AND

ROAD IMPROVEMENTS

FORT GIBSON, OKLAHOMA

844CM3023

N/A Project Director

10/29/2019Revisions: Date:

National Cemetery

Administration

WICHITA, KS

N

SCALE: 1"=30'

30 600

SECTION 26

PPC

SECTION 29

IGC

SECTION 28

IGC

SECTION

23A

SECTION

23B

PROPOSED DRAINAGE SWALE

(SEE SHEET CG101)

LEGEND

SWS LINE 2

(SEE SHEET CU103)

SECTION 27

PPC

SWS LINE 1

(SEE SHEET CU102)

SWS LINE 3

(SEE SHEET CU103)

FL=580.77

OVERALL STORM DRAIN PLAN

CU101

PLAN RCB LINE 1

PROFILE RCB LINE 1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

BID DOCUMENTS

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 RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

BURIAL EXPANSION AND

ROAD IMPROVEMENTS

FORT GIBSON, OKLAHOMA

844CM3023

N/A Project Director

10/29/2019Revisions: Date:

National Cemetery

Administration

WICHITA, KS

N

SCALE: 1"=20'

20 400

LIN

E

12'x3' R C

B

BURIAL EXPANSION

SWS LINES 1 PLAN & PROFILE

CU102

PLAN LINE 3

PROFILE LINE 3

PLAN RCB LINE 2

PROFILE RCB LINE 2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

BID DOCUMENTS

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 RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

BURIAL EXPANSION AND

ROAD IMPROVEMENTS

FORT GIBSON, OKLAHOMA

844CM3023

N/A Project Director

10/29/2019Revisions: Date:

National Cemetery

Administration

WICHITA, KS

N

SCALE: 1"=20'

20 400

RCB LINE 2

12'x3' RCB

N

L

IN

E

R C

P

BURIAL EXPANSION

SWS LINES 2 & 3 PLAN & PROFILE

CU103

C.O. 1-8

TOP=586.51

FL=578.51

C.O. 1-7

TOP=586.27

FL=578.27

C.O. 1-6

TOP=585.82

FL=577.82

C.O. 1-5

TOP=585.19

FL=577.19

C.O. 1-4

TOP=583.89

FL=575.89

C.O. 1-3

TOP=584.06

FL=575.73

C.O. 1-2

TOP=583.90

FL=575.53

C.O. 1-1

TOP=583.04

FL=574.98

C.O. 1-9

TOP=586.93

FL=578.93

C.O. 1-10

TOP=587.36

FL=579.36

C.O. 1-11

TOP=589.47

FL=581.47

END OF PIPE

FL=574.66

C.O. 1-0

TOP=582.10

FL=574.88

C.O. 2-0

TOP=586.14

FL=578.14

C.O. 2-2

TOP=589.59

FL=581.59

C.O. 2-1

TOP=590.97

FL=582.97

C.O. 3-1

TOP=594.78

FL=586.79

C.O. 3-0

TOP=589.76

FL=581.76

C.O. 3-2

TOP=590.79

FL=582.79

C.O. 4-0

TOP=584.36

FL=576.36

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

BID DOCUMENTS

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 RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

BURIAL EXPANSION AND

ROAD IMPROVEMENTS

FORT GIBSON, OKLAHOMA

844CM3023

N/A Project Director

10/29/2019Revisions: Date:

National Cemetery

Administration

WICHITA, KS

N

SCALE: 1"=20'

20 400

E X

IS

T

IN

G

IV

E

P

R

O

P

O

S

A

D

GRASS PAVE PATH

SECTION

23A

SECTION 26

(PRE-PLACED CRYPTS)

3'X8'

LEGEND

NOTES:

TOP=21.0

FL=12.50

1. ALL UNDERDRAIN PIPE UNDER CRYPTS SHALL BE 6" DIA.

PERFORATED PVC (4 ROWS OF HOLES IN THE LOWER PORTION OF

THE PIPE, OPENINGS TO UNDERSIDE OF PIPE, AND IN CONFORMANCE

WITH ASTM C700, UNLESS OTHERWISE STATED). ALL SOLID

UNDERDRAIN PIPE SHALL BE 12", UNLESS OTHERWISE STATED.

PERF. UNDERDRAIN PIPE

SOLID UNDERDRAIN PIPE

CLEAN OUT (CO)

SURFACE SPOT ELEV.

INVERT OF PIPE

FLOW ARROW

SECTION 27

(PRE-PLACED CRYPTS)

3'X8'

BURIAL SECTION

CRYPT UNDERDRAIN

CU104

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

BID DOCUMENTS

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 RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

BURIAL EXPANSION AND

ROAD IMPROVEMENTS

FORT GIBSON, OKLAHOMA

844CM3023

N/A Project Director

10/29/2019Revisions: Date:

National Cemetery

Administration

WICHITA, KS

RCB LINE 1 DETAILS

CU501

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

BID DOCUMENTS

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 RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

BURIAL EXPANSION AND

ROAD IMPROVEMENTS

FORT GIBSON, OKLAHOMA

844CM3023

N/A Project Director

10/29/2019Revisions: Date:

National Cemetery

Administration

WICHITA, KS

RCB LINE 2 DETAILS

CU502

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

BID DOCUMENTS

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 RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

BURIAL EXPANSION AND

ROAD IMPROVEMENTS

FORT GIBSON, OKLAHOMA

844CM3023

N/A Project Director

10/29/2019Revisions: Date:

National Cemetery

Administration

WICHITA, KS

N

LEGEND

SCALE: 1"=60'

0 60 120

C

E

M

E

T

E

Y

A

D

SEE SHEET CI109

SEE SHEET CI103

SEE SHEET CI108

SEE SHEET CI102

SEE SHEET CI106

SEE SHEET CI105

W

L L

A

D

SEE DETAIL A SHT CI104

& SEE LINE 1 CI107

SEE DETAIL B SHT CI104

& SEE LINE 2 CI107

B

U

R

I

P

A

N

S

I

O

N

SEE SHEET CI110 - CI111

S E

E

S

H E

T

I

OVERALL PAVING PLAN

CI101

SLFKK

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

BID DOCUMENTS

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 RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

BURIAL EXPANSION AND

ROAD IMPROVEMENTS

FORT GIBSON, OKLAHOMA

844CM3023

N/A Project Director

10/29/2019Revisions: Date:

National Cemetery

Administration

WICHITA, KS

N

SCALE: 1"=5'

5 100

LEGEND

92.33

92.00

96.05

93.89

95.75

95.75

95.83

95.50

EX 99.69

EX 99.30

95.83

95.50

94.71

94.38

99.22

98.89

94.20

94.20

EX 96.03

EX 96.08

95.72

95.76

95.47

95.40 94.92

95.00

94.79

95.70

95.89

94.78

95.41

95.50

95.50

95.56

95.65

95.74

95.41

95.74

95.41

97.00

97.09

96.76

EX97.05

96.72

EX99.15

98.82

EX 99.59

EX 99.47

99.15

EX 96.30

EX 96.60

EX 95.57

EX 95.05

SECTION 7

C E

M E

T E

A

D

ENTRANCE PAVING & GRADING

CI102

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

BID DOCUMENTS

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 RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

BURIAL EXPANSION AND

ROAD IMPROVEMENTS

FORT GIBSON, OKLAHOMA

844CM3023

N/A Project Director

10/29/2019Revisions: Date:

National Cemetery

Administration

WICHITA, KS

N

SCALE: 1"=5'

5 100

EX 24" RCP

FL=574.25

76.20

75.82

76.11

76.34

76.73

76.40

77.05

76.72

77.37

77.04

77.48

77.48

77.47

77.14

77.38

77.32

76.99

77.26

76.93

76.87

76.57

76.70

76.37

76.33

76.00

75.85

76.35

76.02

76.16

76.12

76.26

EX 24" RCP

FL=574.60

76.58

76.67

77.01

76.30

76.34

76.11

76.02

76.16

76.91

LEGEND

92.33

92.00

75.96

76.27

INTERSECTION PAVING & GRADING

CI103

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

BID DOCUMENTS

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 RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

BURIAL EXPANSION AND

ROAD IMPROVEMENTS

FORT GIBSON, OKLAHOMA

844CM3023

N/A Project Director

10/29/2019Revisions: Date:

National Cemetery

Administration

WICHITA, KS

N

SCALE: 1"=5'

5 100

38.20'

22.75'

34.64'

9.19'

10.00'

9.19'

14.07'

EX 24"X36" RCB

FL=577.44

EX 36" RCP

FL=573.96

EX 24"X36" RCB

FL=578.40

DETAIL A

DETAIL B

.1

81.70

81.39

81.44

81.44

78.15

78.27

78.20

78.12

LEGEND

92.33

92.00

81.20

81.27

77.95

77.95

S W

S

L I N

E

S

W

S

L I N

E

30.6 4'

30.8 1'

.1

CURB EXTENSIONS

CI104

10.00'

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

BID DOCUMENTS

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 RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

BURIAL EXPANSION AND

ROAD IMPROVEMENTS

FORT GIBSON, OKLAHOMA

844CM3023

N/A Project Director

10/29/2019Revisions: Date:

National Cemetery

Administration

WICHITA, KS

N

SCALE: 1"=5'

5 100

92.00

92.00

92.99

92.66

91.70

92.55

92.80

LEGEND

92.33

92.00

PARKING LOT EXPANSION

CI105

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

BID DOCUMENTS

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 RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

BURIAL EXPANSION AND

ROAD IMPROVEMENTS

FORT GIBSON, OKLAHOMA

844CM3023

N/A Project Director

10/29/2019Revisions: Date:

National Cemetery

Administration

WICHITA, KS

N

SCALE: 1"=5'

5 100

EX 90.20

EX 89.91

EX 90.78

EX 90.38

90.70

90.15

91.87

91.32

91.12

90.57

90.50

89.95

LEGEND

92.33

92.00

MAINTENANCE PARKING

CI106