36C78620B0002-008.pdf

PLAN SWS LINE 1

PROFILE SWS LINE 1

PLAN SWS LINE 2

PROFILE SWS LINE 2

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VA FORM 08 - 6231

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BID DOCUMENTS

U.S. Department of Veterans Affairs

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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

SCALE: 1"=20'

20 400 10

N

EX 24"X36" RCB

FL=577.44

EX 24"X36" RCB

FL=578.40

EXIST. FLOWER

WATERING STATION

EX 24"X36" RCB

FL=574.67

EX 24"X36" RCB

FL=571.97

SECTION 12

SECTION 13

SECTION 10SECTION 11

PAVEMENT IMPROVEMENTS

SWS LINES 1 & 2 PLAN & PROFILE

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SLFKK

Project Number

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Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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F i l e

P a t h

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BID DOCUMENTS

U.S. Department of Veterans Affairs

B

C

D

E

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A

B

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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

EX INLET

EX 24" RCP

FL=570.00

N

SCALE: 1"=10'

10 200

AREA INLET DETAIL

1'-0" 1'-0"

6"

4'-0"

3'-0"

6"

6"

4'-0"

3'-0"

V A

R I E

S

1'-0" 1'-0"

EX 18" RCP

FL=571.00

EX 24" RCP

FL=571.00

EXIST. PLANTING BED

EXIST. SIDEWALK TO

COMMITTAL SHELTER

LEGEND

92.33

92.00

EXIST. 18" RCP

E X

I S

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R

C P

PAVEMENT IMPROVEMENTS

SWS LINE 3 PLAN & PROFILE

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Drawing Number

Project Title

Location

Issue Date Checked Drawn

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Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

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BID DOCUMENTS

U.S. Department of Veterans Affairs

B

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A

B

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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 10

NYLOPLAST DRAIN BASIN DETAIL

EXISTIN

G G

ROUND

EDGE OF PAVEMENT DETAIL

3'-0"

(MIN)

EXIST. ASPHALT ROAD

PROP. 8" PVC PIPE

ENSURE NEW SOD IS

PLACED A MIN. OF 2" LOWER

THAN TOP OF PAVEMENT

GRADE TO NEW INLETS

155°27'9"

156°23'32" 178°20'58"

154°16'23"

154°18'42"

161°18'56"

157°17'50"

2.9'

2.7'

6.8'

5.8'

3.0'

2.9'

3.5'

3.8'

3.0'

LEGEND

92.33

92.00

SOUTH EDGE DRAINS

CI109

PLAN CHANNEL 1 (10+00 to 13+00)

PROFILE CHANNEL 1 (10+00 to 13+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

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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

EXIST. ASPHALT ROAD

EXIST. HEADSTONES

CHANNEL 1

PLAN & PROFILE

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PLAN CHANNEL 1 (13+00 to 16+64.53)

PROFILE CHANNEL 1 (13+00 to 16+64.53)

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

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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

M A

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EXIST. ASPHALT ROAD

E

X

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EXIST. FLOWER

WATERING STATION

EXIST. HEADSTONES

CHANNEL 1 (CONT.)

PLAN & PROFILE

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.0

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PROFILE CHANNEL 2 (10+00 to 14+00)

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Location

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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

SCALE: 1"=20'

20 400

N

EXIST. HEADSTONES

SECTION 17

SECTION CS

SECTION 17A

SECTION 16

CHANNEL 2

PLAN & PROFILE

CI112

PLAN CHANNEL 2 (14+00 to 17+81.27)

PROFILE CHANNEL 2 (14+00 to 17+81.27)

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

SCALE: 1"=20'

20 400

N

M A

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EXIST. HEADSTONES

SECTION 13

SECTION 10

SECTION 14

SECTION CS

CHANNEL 2 (CONT.)

PLAN & PROFILE

CI113

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

BASE

FULL DEPTH

PAVEMENT CRACK

MILL 2.0"

ASPHALT PAVEMENT

BEFORE AFTER

EXISTING ASPHALT

PAVEMENT OR OVERLAY

PLACE 2.0" HOT ASPHALT

(SURFACE COURSE) ON TACK

AND TENSAR GLASGRID 8511

(OR APPD. EQUAL)

TENSAR GLASGRID 8511

(OR APPD. EQUAL) OVER

A TACK, MILLED SURFACE

MAKE A LEVEL SURFACE BY

FILLING THE THERMAL CRACK

WITH MILLINGS, AC, OR SAND

EXISTING

PAVEMENT

SUBGRADE

5'

ASPHALT THERMAL CRACK/UTILITY CUT REPAIR

FULL DEPTH CONCRETE

PAVEMENT REPAIR/PATCH DETAIL

TYPICAL ASPHALT ROAD SECTION

WITH ASPHALT MILL & OVERLAY

TYPICAL CONCRETE ROAD SECTION

WITH ASPHALT MILL & OVERLAY

FULL DEPTH ASPHALT REPAIRS

NEW/REPLACEMENT CURB

EX. CONC. PVMT.

2'-0" TIE BAR 30" O.C.

(DRILL AND EPOXY)

CURB & GUTTER-ABUTTING CONC. PVMT.

TACK COAT NOTE:

TACK COAT SHALL BE PLACED AT A RATE OF 0.15

GAL/SQ.YD DILUTED EMULSION (SS-1) DILUTED WITH

WATER AT A RATIO OF 1:1 (PER ODOT STANDARD

SPECIFICATIONS)

TACK COAT NOTE:

TACK COAT SHALL BE PLACED AT A RATE OF 0.15

GAL/SQ.YD DILUTED EMULSION (SS-1) DILUTED WITH

WATER AT A RATIO OF 1:1 (PER ODOT STANDARD

SPECIFICATIONS)

MAKE A LEVEL SURFACE BY

FILLING THE THERMAL CRACK

WITH MILLINGS, AC, OR SAND

GLASGRID

COMES IN 5'

ROLL WIDTHS

EXIST. & PROP. UTILITY

FULL DEPTH

SAW CUT

NOTE:

EXISTING PAVEMENT REMOVAL SHALL BE INCLUDED IN

FULL DEPTH CONCRETE PAVEMENT EFFORT.

PAVING DETAILS

CI501

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

1/4" R

10"

1'-0"

1'-2"

10" R

1/4" R

NOTES:

CROSS SLOPE OF GUTTER SAME AS PAVEMENT

10"

7"

1'-4"

1" R

1/4" R

STANDARD C&G

SECTION A-A

1/2" LIP CURB

t+3/4" (6" min)

WITH KEYWAY

CONSTRUCTION JOINT

*t= THICKNESS OF

PAVEMENT (VARIES)

EXPANSION JOINT

t

1'2'1'-6"

MAX SLOPE = 8.33%

WHEELCHAIR RAMP

PLAN VIEW

T O

P

O

F

R

A M

P

6'-0"

S I D

E W

A L

K

W

I D

H

V

R

I E

S

RAMP

1:12

B

B

A

CURB TRANSITION

(FULL TO FLUSH)

A

STANDARD C&G

B

O

T

T

M

F

M

P

CURB TRANSITION

(FULL TO FLUSH)

MEDIUM BROOM

FINISH

CURB HIGH EDGE

2" R

8"

EDGE OF

PAVEMENT OR

FACE OF CURB

2 - #4 BAR x 18"

DRILL PAVEMENT TO

ANCHOR BARS

NOTES:

1. WHEEL STOP

TO BE 6' LONG

2. 4,500 PSI CONC.

TO CITY SPEC.

"2

2'-0" 9"

6"

WHEEL STOP DETAIL

2-1/2" 2"

TYP.

6"

6"

TYP.

2-1/2"

SAW CUT 3/8" X 1-3/8" & SEAL

SEE 2ND CUT ON DETAIL 9

#4 X 2'-0" TIE BARS

@ 30" CTRS.

METAL KEYWAY

#4 X 2'-0" TIE BARS

@ 30" CTRS.

SAW CUT & SEAL

SEE DETAIL 9

WIRE FABRIC

WIRE FABRIC

LONGITUDINAL JOINT DETAIL OPTIONAL LONGITUDINAL JOINT DETAIL

MOUNTABLE CURB W/O GUTTER DETAIL FULL CURB & GUTTER DETAIL

1"

1-1/2"

KEYWAY DETAIL

6"

TYP.

1 1/2" 2-1/2"

SAW CUT & SEAL

SEE DETAIL 9

WIRE FABRIC

CONTRACTION JOINT DETAIL

3/8"

1/8"

2ND CUT

1/8"

1/8"

D

C

J

D

J

1ST CUT

JOINT TO BE SAWED IN

TWO SEPARATE

OPERATIONS

HOT POURED JOINT SEALANT

(ASTM D1190)

PAVEMENT SURFACE

INDUCED CRACKING

SAW JOINT DETAIL

TYP. SECTION: 6" ASPHALTIC PVMT.

4" ASPHALT BASE (TYPE "S3" PG 64-22 OK)

2" ASPHALT SURFACE (TYPE "S4" PG 64-22 OK)

M

I N

AGGREGATE SUBGRADE - PER

GEOTECH REPORT

(95% STD. DENSITY)

8" SCARIFIED, MOISTURE

CONDITIONED, RE-COMPACTED &

PROOF-ROLLED IN-SITU SOIL

TYP. SECTION: 6" CONC. PVMT.

6" P.C. CONCRETE (3,500 PSI A.E. MIX)

6"X6" W4.0xW4.0 (SHEETS)

ON 3" BAR CHAIRS @ 30" O.C.

M

I N

4" AGGREGATE SUBGRADE - PER

GEOTECH REPORT

(95% STD. DENSITY)

8" SCARIFIED, MOISTURE

CONDITIONED, RE-COMPACTED &

PROOF-ROLLED IN-SITU SOIL

3-1/2" CONC. BASE (CLASS A CONC. AE)

1/2" GROUT BED

DETECTABLE WARNING PAVER

2"

1/8"

2"

1/2"

0.2"

1'-0"1'-0"

2"

CONC. BASE & ADJACENT SIDEWALK

SHALL BE CONSTRUCTED

MONOLITHIC.

NOTE:

HANOVER DETECTABLE WARNING PAVERS (OR AN APPROVED

ALTERNATE) SHALL BE USED IN ALL WHEELCHAIR RAMPS. THE

11-3/4" 'CHARCOAL' PAVER SHALL BE UTILIZED:

HANOVER ARCHITECTURAL PRODUCTS

240 BENDER ROAD

HANOVER, PA 17331

(717) 637-0500 www.hanoverpavers.com

0.4"

0.9"

2.35"

1/4" DRAINHOLE LOCATED AT LOWEST POINT

FILTER FABRIC - MIRAFI N-SERIES #1100N (4"SQ)

NOTE: THE BRICKS SHALL BE SAW CUT ONLY

AND SHALL NOT BE LESS THEN 25% OF A FULL

BRICK SIZE.

COMPACTED SUBGRADE (TYPE C)

RAMP DETECTABLE WARNING PAVER SECTION (TYP.)

DETECTABLE WARNING

PAVERS

1'-6"

5'-8"

2'-3"

D I A

2'-2"

4"

CENTER LINE

OF RADIUS

HANDICAP PAVEMENT MARKING

NOTES:

CROSS SLOPE OF GUTTER SAME AS PAVEMENT

GUTTER DETAIL

10"

2'-0"

2'-0"

NOTES:

CROSS SLOPE OF GUTTER SAME AS PAVEMENT

CURB DEPRESSION DETAIL

10"

5'-0"

1'-2"

10" R

PAVING DETAILS

CI502

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

CONTROLLED LOW

STRENGTH MATERIAL

SECTION A-A

NUT

DRILLED HOLE IN ANGLE

1" CORED HOLE IN FRAME

NUT

3/4"x12" BOLT

4" MOUNTABLE

6" MOUNTABLE

6" BARRIER

8" BARRIER

4" MOUNTABLE

6" MOUNTABLE

6" BARRIER

8" BARRIER

4" MOUNTABLE

6" MOUNTABLE

6" BARRIER

8" BARRIER

8 1/2"

6 1/2"

6 1/2"

4 1/2"

8 1/2"

6 1/2"

6 1/2"

4 1/2"

8 1/2"

6 1/2"

6 1/2"

4 1/2" 9 1/2"

13 1/2"

11 1/2"

11 1/2"

9 1/2"

13 1/2"

11 1/2"

11 1/2"

9 1/2"

13 1/2"

11 1/2"

11 1/2"

1/2" SUMP

FRAME

CAST IRON STORM SEWER CURB INLET

SECTION C-C

1/2" SUMP

SUPPORT BEAM

U

M

P

TYPE B FRAME TYPE B FRAME

U

M

P

3"

V A

R I E

S

M

I N

D

E P

T H

1/2" SUMP

GENERAL NOTES

THIS DETAIL IS AN ADAPTATION OF THE FOLLOWING

OKLAHOMA DEPARTMENT OF TRANSPORTAION

ROADWAY STANDARD DETAILS:

CI-1, PCI-0, SSIF-4, AND CIG-3.

THE INLET SHALL BE REINFORCED PRECAST

CONCRETE PER ASTM C-857.

CONCRETE COMPRESSIVE STRENGTH SHALL BE 5,000

PSI @ 28 DAYS.

REINFORCING SHALL BE PER ASTM A-615 GRADE 60.

STRUCTURE SHALL BE HS20-44 LOADING RATED.

DESIGN NO. 1 4" MOUNTABLE

CURB INLET DETAIL

FLEXAMAT CONSTRUCTION NOTES:

1. AN ENGINEER OR MANUFACTURES REPRESENTATIVE SHALL BE ONSITE FOR THE START OF THE INSTALLATION.

2. GRADE THE SITES SO THAT WATER WILL NOT FLOW ABOVE, BELOW, 0R AROUND THE OUTSIDE OF THE AREA PROTECTED

WITH FLEXAMAT. ALL SUBGRADE SURFACES PREPARED FOR PLACEMENT OF MATS SHALL BE SMOOTH AND FREE OF ALL

ROCKS, STICKS, ROOTS, OTHER PROTRUSIONS, OR DEBRIS OF ANY KIND.

3. APPLY SITE SPECIFIC SEED, INCLUDING NATIVE GRASSES DIRECTLY TO THE PREPARED SOIL PRIOR TO FLEXAMAT

INSTALLATION.

4. FLEXAMAT ROLLS ARE AVAILABLE IN WIDTHS OF 4', 5.5', 8', 10', 12', & 16'. IT IS THE MANUFACTURERS RECOMMENDATION TO

UTILIZE THE WIDEST MATS POSSIBLE TO REDUCE AN ABUNDANCE OF SEAMS OR OVERLAPS.

a. TO ACHIEVE WIDER WIDTHS, INSTALL MATS ADJACENT TO ONE ANOTHER. INSTALL ADDITIONAL UNDERLAYMENT

UNDER ALL ADJOINING MATS. A MINIMUM OF 12” OF UNDERLAYMNET SHALL EXTEND UNDER EACH SIDE OF THE MAT

AND DIRECTLY AGAINST THE SUBGRADE.

b. INSTALL 18” #3 REBAR U-ANCHORS OR STAINLESS STEEL ZIP TIES IN 3' INCREMENTS THE LENGTH OF THE

LONGITUDINAL SEAM.

5. AT THE BEGINNING OF THE FLEXAMAT, TRANSITION THE INITIAL LEADING EDGE PROPERLY WITH EROSION MATTING OR

SOD. IF EXPOSED TO CONCENTRATED FLOWS EMBED 18" VERTICALLY INTO THE SUB GRADE TO SERVE AS AN ANCHOR

TRENCH. THE TRENCH SHALL BE FILLED AND COMPACTED WITH SUITABLE FILL OR OTHER (AS SPECIFIED BY EOR).

6. FOR ADDITIONAL SECTIONS OF MAT, OVERLAP THE DOWNSTREAM SECTION 18" WITH UPSTREAM SECTION OF MAT. PRIOR

TO INSTALLING OVERLAP, FLIP UPSTREAM MAT BACK 24". EXCAVATE 2.25" OF SOIL 18" FROM END OF UPSTREAM MAT.

DOWNSTREAM SECTION IS LAID IN THE SHALLOW TRENCH. LIGHTLY SPREAD TOPSOIL, SEED AND FERTILIZER OVER INITIAL

EDGE. FLIP END OF UPSTREAM MAT OVER THE SOIL COVERED INITIAL LEADING EDGE OF DOWNSTREAM MAT.

7. INSTALL 18" U-ANCHORS IN 3' INCREMENTS ACROSS THE OVERLAP. INSTALL ANCHORS DIRECTLY BEHIND BLOCKS. "U"

ANCHORS CONSIST OF #3 REBAR "U" ANCHOR WITH 18" LEGS.

8. AT THE END OF THE ARMORED CHANNEL, EMBED THE MAT 18" IN A TERMINATION TRENCH. FILL AND COMPACT

TERMINATION TRENCH WITH SOIL (DETERMINED BY EOR).

FLEXAMAT INFORMATION

Manufacturer: Motz Enterprises, Inc.

Product Name: Flexamat

Address: 3153 Madison Road

Cincinnati, OH 45209

Telephone: 513-772-6689

Email: info@Flexamat.com

Website: www.Flexamat.com

TRENCHING/BACKFILL DETAILS

CHANNEL ARMORING DETAIL (FLEXAMAT)

12'

6'

OVERLAP (3 BLOCKS)

18" LENGTH, 2.5" DEEP.

INFILL OVERLAPPED

MAT WITH TOP SOIL

18", #3 REBAR OR

APPROVED ZIP TIE

O V

E R

L A

N D

F L O

W

D

IR

E C

T

IO

N

FLEXAMAT SEAM CONNECTION

(ROLL WIDTH LONGER THAN 50')

5%

5%

5% 5%

PLACE "U3" BERMUDA SOD

ON CHANNEL EMBANKMENT

-TYP.

PLACE "U3" BERMUDA SOD

ON CHANNEL EMBANKMENT

-TYP.

CL CHANNEL 2

CL CHANNEL 1

RECESS THE OUTSIDE

EDGE OF THE FLEX MAT 2

FEET-TYP.

RECESS THE OUTSIDE

EDGE OF THE FLEX MAT 2

FEET-TYP.

TIE INTO EXISTING CHANNEL

SLIDE SLOPE.

SLOPE VARIES; CUT OR FILL

MAY BE REQUIRED -TYP.

TIE INTO EXISTING CHANNEL

SLIDE SLOPE.

SLOPE VARIES; CUT OR FILL

MAY BE REQUIRED -TYP.

FLOW

FLOW

PONDING HT.

TRENCH DETAIL

INSTALLATION WITHOUT TRENCHING

PONDING HT.

FLOW

12" MIN.

(300mm)

STEEL OR WOOD

POST

36" (1m) HIGH MAX.

4"x6" (100x150mm)

TRENCH W/

COMPACTED

BACKFILL

12" MIN.

(300mm)

9" MAX.

(225mm)

STORAGE

HT.

10' (3m) MAX. SPACING W/ WIRE SUPPORT FENCE.

6' (1.8m) MAX. SPACING W/O WIRE SUPPORT FENCE.

ATTACH FILTER FABRIC

SECURELY TO UPSTREAM

SIDE OF POST

STEEL OR WOOD POST

EXTRA STRENGTH FILTER FABRIC

NEEDED W/O WIRE MESH SUPPORT

NOTES:

1. SILT FENCE SHALL BE PLACED ON SLOPE

CONTOURS TO MAXIMIZE PONDING

EFFICIENCY.

2. INSPECT AND REPAIR FENCE AFTER EACH

STORM EVENT AND REMOVE SEDIMENT

WHEN NECESSARY. 9" (225mm) MAXIMUM

RECOMMENDED STORAGE HEIGHT.

3. REMOVED SEDIMENT SHALL BE DEPOSITED

TO AN AREA THAT WILL NOT CONTRIBUTE

SEDIMENT OFF-SITE AND CAN BE

PERMANENTLY STABILIZED.

SILT FENCE DETAIL

CHANNEL BOTTOM SHALL BE

SEEDED WITH "COVER CROP"

AFTER GRADING AND BEFORE

PLACEMENT OF THE FLEXAMAT

(SEE SEEDING NOTES)

CHANNEL BOTTOM SHALL BE

SEEDED WITH "COVER CROP"

AFTER GRADING AND BEFORE

PLACEMENT OF THE FLEXAMAT

(SEE SEEDING NOTES)

TRANSITION TO

MOUNTABLE CURB

TOP 4" TO BE TOP SOIL

WHERE REQUIRED

NON-PAVED AREAS

SELECT BACKFILL IN 12"

LIFTS AND COMPACT

NO. 67 AGGREGATE

BEDDING

UNDISTURBED SOIL OR

COMPACTED TO 95%

MAX DRY DENSITY

(SEE NOTE 1)

NOTES:

1. IF SOIL IS NOT SUITABLE,

UNDERCUT A MINIMUM OF 6" AND

REPLACE WITH GRANULAR FILL.

2. THIS DETAIL IS AN ADAPTATION

OF THE OKLAHOMA DEPARTMENT

OF TRANSPORTATION ROADWAY

STANDARD DETAILS: CI-1

RCP STORM SEWER

D

M

I N

10'

10'

DESIGN

NO.

TYPE

OF

CURB

DIMENSIONS

A B

NOTE:

ANGLE IRON TO BE BOLTED TO CURB

WITH 3-3/4"x12" MACHINE BOLTS IN

EACH CURB SECTION.

DETAIL OF CONNECTION

ANGLE IRON & CAST IRON CURB

LOCATION OF LEAD

IS TYPICAL ONLY

6'-6"

8"5'-2"8"

6"

12"

1'-10 7/8" 2'-8 1/4" 2'-8 1/4" 1'-10 7/8"

9'-2"

3'

3'-9"

6"

12"

3"

VARIES

8" 2'-1"8"

VARIES

3"X3"X3/8"

SEE SCHEDULE

FOR LENGTH

1 1/4"

* STANDARD INLET

DIMENSIONS

(FOR DETAILING)

2'-4" FOR 15" RCP

2'-8" FOR 18" RCP

3'-2" FOR 24" RCP

3'-8" FOR 30" RCP

4'-2" FOR 36" RCP

1'-6"

1/4

TYP.

HEAVY DUTY (H.D.) COUPLER

(RCP/END SECTION)

1. BOLTS TO BE A-36 1 1/2" DIAMETER.

2. BOLTS, NUTS, WASHERS AND SLEEVES TO BE

ZINC PLATED.

3. WASHERS TO BE 3 1/2" O.D. X 7 GAUGE.

4. SHIP WITH NUTS AND WASHERS PLACED ON

BOLTS.

NOTES

F

W

A L

L S

F

W

A L

L S

2 3/4" LONG X 1 5/8" ID X 2 5/8"

OD DIMENSION TUBING SLEEVE

HEAVY DUTY ADJUSTING

NUT WITH WASHER

T

Y P

T H

R E

A D

1'' CORED HOLE

OPENING

6'' 2''

R

1''

1/8''

A

1/2�''

1/8''

4 1/4''

1/2�'' FILLET

1/2�''

1/8''

1 3/8''

1 3/4''

1 1/4''

2 7/8'' 2 1/8''

1 1/4''

5/8'' HOLE

B

PAVED AREAS

COARSE COVER AGGREGATE (SEC. 703.06)

OR TYPE A AGG BASE (SEC. 703.01)

STORMWATER DETAILS

CI503

1 - BAC1 - CHP

1 - CHP

1 - BAC1 - CHP

1 - CHP

1 - CHP

1 - BAC

1 - CHP

1 - CHP

ORB - 3

KEC - 1

SRO - 11

ORB - 3

ULC - 1

BAC - 1

CFT - 3

ULC - 1

KEC - 1

BAC - 2

3 - CFT

1 - KEC

1 - BAC

3 - ORB

3 - ORB

1 - ULC

1 - BAC

3 - ULC

LOP - 3

LOP - 3

LOP - 3

FLOWER VASE HOLDER,

TRASH RECEPTACLE AND

FLOWER WATERING SPIGOT

bench

FLOWER VASE HOLDER,

TRASH RECEPTACLE AND

FLOWER WATERING SPIGOTbencH

COMPACTED OR

UNDISTURBED SOIL

METAL FENCE POSTS IN

UNDISTURBED SOIL OUTSIDE OF

TREE PITPLANTING SOIL

MIXTURE

FINISH GRADE

1" X 18" WOVEN NYLON TREE

STRAP WITH GROMMENTS

ON EACH END.

TWO STRANDS OF #12

GAUGE GALVANIZED WIRE

3" SAUCER

PEEL BURLAP FROM TOP OF

TREE BALL

ROOT BALL

NOTE: PRUNE ALL BROKEN &

DAMAGED BRANCHES, AFTER

PLANTING

5' DIAMETER MULCH RING, 3"

DEEP (SEE SPECS)

9" MIN

METAL FENCE POSTS

NOTE: PRUNE ALL BROKEN AND

DAMAGED BRANCHES, AFTER

PLANTING

FINISH GRADE

PEEL BACK BURLAP FROM TOP OF

TREE BALL

ROOT BALL

3" SAUCER

COMPACTED OR UNDISTURBED

SOIL

PLANTING SOIL

MIXTURE

5' DIAMETER MULCH

RING, 3" DEEP(SEE

SPECS)

9"

MIN

N.T.S.

DECIDUOUS TREE

PLANTING DETAIL1

N.T.S.

CONIFEROUS TREE

PLANTING DETAIL2

1" X 18" WOVEN NYLON TREE

STRAP WITH GROMMENTS

ON EACH END.

1"=40.0' 0' 40' 80'20'

A OVERALL PLANTING PLAN N

1. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES PRIOR TO EXCAVATING.

2. ALL WATER REQUIRED FOR LANDSCAPE OPERATIONS WILL BE PROVIDED BY OWNER FROM ON-SITE SOURCES AT NO

CHARGE TO CONTRACTOR.

3. NO SUBSTITUTIONS SHALL BE ALLOWED WITHOUT APPROVAL BY THE NCA OR THEIR TECHNICAL REPRESENTATIVE.

4. QUANTITIES IN THE PLANT LIST ARE FOR INFORMATION ONLY. CONTRACTOR SHALL VERIFY ON PLAN.

5. ALL DISTURBED AREAS SHALL RECEIVE SOD OR SEED.

6. ANY PLANTING BED ADJACENT TO WALKS OR CURBING SHALL HAVE THE GRADE LOWERED TO A SUFFICIENT DEPTH

TO ALLOW THE TOP OF THE MULCH TO MATCH THE TOP OF WALK OR CURBING.

7. ALL SEEDED AREAS ON 4:1 OR GREATER SLOPES SHALL HAVE EROSION CONTROL BLANKET (FUTERRA F4 NETLESS, OR APPROVED EQUAL) SECURED WITH SOD STAPLES PER THE MANUFACTURE'S RECOMMENDATION FOR SPACING.

8. MULCH SHALL BE GRADE A SHREDDED CYPRESS MULCH INSTALLED IN A 3" LAYER AROUND ALL TREES.

9. PLANTS SHALL BE TAGGED WITH LABELS IDENTIFYING COMMON AND BOTANICAL NAME UNTIL FINAL ACCEPTANCE IS

GIVEN.

LANDSCAPE NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Sheet Name

A

F ile P a th

/1

/2

:3

:0

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 RECORD STAMPCONSULTANT

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 XXXXX

XXXXX XXXXX

EXISTING TREES TO REMAIN

TREES CODE QTY BOTANICAL NAME COMMON NAME SIZE

KEC 3 Gymnocladus dioica `Espresso` Kentucky Coffeetree 3" Cal.

CHP 7 Pistacia chinensis Chinese Pistache 3" Cal.

SRO 11 Quercus shumardii Shumard Red Oak 4" Cal.

BAC 8 Taxodium distichum Bald Cypress 4" Cal.

ULC 6 Ulmus crassifolia Cedar Elm 4" Cal.

EVERGREEN TREES CODE QTY BOTANICAL NAME COMMON NAME SIZE

LOP 9 Pinus taeda Loblolly Pine 8` Ht.

ORNAMENTAL TREES CODE QTY BOTANICAL NAME COMMON NAME SIZE

ORB 12 Cercis reniformis `Oklahoma` Oklahoma Red Bud 2" Cal.

CFT 6 Chionanthus retusus Chinese Fringe Tree 2" Cal.

GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME SIZE

CBG 183,695 sf Cynodon dactylon U-3 Common Bermuda Grass seed

CD2 24,014 sf Cynodon dactylon U-3 Common Bermuda Grass sod

CENTER LINE

OF CREEK

PLANTING PLAN

LP101

ALM CDW

AutoCAD SHX Text

PLANT SCHEDULE

chad.weinand

CDW_OK

chad.weinand Chad D Weinand Signature chad.weinand Text Box 10-29-19

26 26 26 26 26 26 26 26 26 26

26 26

26 26

M

3535 35

35 35 35 35

35 35

35 35

35 35

35 35

FS

29.111 2" 2

30.711 2"

55.111 2"

30.711 2"

80.111 2"

80.111 2"

80.111 2"

53.411 2"

80.111 2" 10

10711 2"

80.111 2"

10711 2"

53.411 2"

80.111 2"

80.111 2"

80.111 2"

80.111 2"

80.111 2"

80.111 2"

37.011 2"

49.111 2"

49.011 2"

53.611 2"

48.411 2"

32.311 2"

26 26

2" POC TO

EXISTING

6"

POC

TO

EXISTING

A

35 35 35

35 35 35 35

35 35 35

35353535

3"

3"

3"

3"

3"

3"

3"

2" 3" 3"

2" 3"

3"

2"

2"

2" 2"

2" 2"

2"

2"

2"

2"

2"

2"

2"

2" 2"

2"

2"

2"

1"

2"

2"

1"11 2"11

2"

2"

1"

1"

2"

2"

2" 2"

1"

2"2"

1"

2"

2"

1"

1"

2"

2"

1"

2"

1"

2"

1"11 2"

2"

2"2"

2"

2"

2"

2"

2"

2"

2"

2"

2"

2"

3"

2"

2"

2"

2"

2" 2"

2"

1" 11 2"

2"2"

2"

2"

3"

2"

3"

3"

2"

2"

2"

2"

C

3" 4"

1" 1"

3"

3"

2"

3" 2"

3" 1"

2"

3"

2"

2"

2"

2" 1"

2"

3"

2" 11 2"

2"

3" 3"

FWS

FWS

2"

2"

2"

1"

A

3"

A

50GPM

50PSI

2"

2"

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI GPM RADIUS

Rain Bird 5006-PL-PC,FC-MPR-SAM-R-SS 7 65 30' Turf Rotor, 6.0" Pop-Up, Stainless Steel Riser, with Flow Shut-Off Device. Matched Precipitation Rotor (MPR Nozzle), Arc and Radius as per Symbol. 25 ft=red, 30 ft=green, 35ft=beige. With Seal-A-Matic Check Valve, and In-Stem Pressure Regulator.

Rain Bird 5006-PL-PC,FC-MPR-SAM-R-SS 67 65 35' Turf Rotor, 6.0" Pop-Up, Stainless Steel Riser, with Flow Shut-Off Device. Matched Precipitation Rotor (MPR Nozzle), Arc and Radius as per Symbol. 25 ft=red, 30 ft=green, 35ft=beige. With Seal-A-Matic Check Valve, and In-Stem Pressure Regulator.

Rain Bird 8005-SS 45 60 26.7 73' Turf Rotor, 5.0" Pop-Up, Stainless Steel Riser, Standard Nozzle.

With Seal-A-Matic Check Valve, Adjustable 50-330 arc, and 360 Non-Reversing Full-Circle. 1" (26/34) NPT Female Threaded Inlet. Extended Radius is Ideal for Large Turf Applications.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

Rain Bird PEB-PRS-D 1-1/2" 25 1", 1-1/2", 2" Plastic Industrial Valves. Low Flow Operating Capability, Globe Configuration. With Pressure Regulator Module.

Manual Isolation Valve Assembly 8 Size shall equal irrigation main line, sub-main, or flower water spigot main line as shown on plan.

Griswold 2030RE 8" 1 8" Low Power Solenoid, Normally Closed Master Valve with Epoxy Coating. Cast Iron and Bronze Material. NPT End Connection.

Air Relief Valve 3

M

A

Rain Bird ESP12LXMEF with (02) ESPLXMSM12 1 36 Station Commercial Controller. Plastic Wall Mount. Flow Sensing. With Rain Bird Cabnet LXMMSS And Pedstal

LXMMSSPED.

Rain Bird FS-300-P 1 3" Flow Sensor for use with Rain Bird Maxicom, SiteControl, and ESP-LXD Central Control Systems. Plastic (PVC) Model.

Suggested Operating Range of 20.0 GPM to 300.0 GPM.

Sensors should be sized for flow rather than pipe size.

FLOWER WATERING STATION 2

6" CONECTION TO EXISTING 1

EXISTING SYSTEM

Point of Connection 2" 1 2in FLOWER WATER

Irrigation Lateral Line: PVC Class 200 SDR 21 1" 1,321 l.f.

Irrigation Lateral Line: PVC Class 200 SDR 21 1 1/2" 2,327 l.f.

Irrigation Lateral Line: PVC Class 200 SDR 21 2" 1,072 l.f.

Irrigation Lateral Line: PVC Class 200 SDR 21 2 1/2" 375.9 l.f.

Irrigation Lateral Line: PVC Class 200 SDR 21 3" 93.1 l.f.

Irrigation Mainline: PVC Class 200 SDR 21 2" 786.2 l.f.

Irrigation Mainline: PVC Class 200 SDR 21 3" 2,614 l.f.

Irrigation Mainline: PVC Class 200 SDR 21 4" 13.7 l.f.

Pipe Sleeve: PVC Schedule 40 231.9 l.f.

C

FS

FWS

6" POC TO EXISTING

2" POC TO EXISTING

Valve Number

Valve Flow

Valve Size

Valve Callout

Generated: 2019-09-17 15:39

P.O.C. NUMBER: 01

Water Source Information: EXISTING SYSTEM

FLOW AVAILABLE

Custom Max Flow: 400.00 gpm Flow Available: 400.00 gpm

PRESSURE AVAILABLE

Static Pressure at POC: 80.00 psi Pressure Available: 80.00 psi

DESIGN ANALYSIS

Maximum Station Flow: 106.80 gpm Flow Available at POC: 400.00 gpm Residual Flow Available: 293.20 gpm

Critical Station: 12 Design Pressure: 60.00 psi Friction Loss: 2.90 psi Fittings Loss: 0.29 psi Elevation Loss: 0.00 psi Loss through Valve: 10.96 psi Pressure Req. at Critical Station: 74.14 psi Loss for Fittings: 0.27 psi Loss for Main Line: 2.72 psi Loss for POC to Valve Elevation: 0.00 psi Loss for Backflow: 0.00 psi Loss for Master Valve: 0.80 psi Critical Station Pressure at POC: 77.93 psi Pressure Available: 80.00 psi Residual Pressure Available: 2.07 psi

1"=40.0' 0' 40' 80'20'

A IRRIGATION COVERAGE PLAN N

ALL IRRIGATION PIPE 3" OR GREATER SHALL BE CLASS 200, O-RING GASKET END

PVC WITH RESTRAINT HARNESS. PIPE CLASS 200 PVC 2.5" AND SMALLER SHALL BE

SOLVENT WELD

ALL PROPOSED TURF AREAS WILL RECEIVE IRRIGATION FROM TURF ROTOR

HEADS AT VARIOUS SPACING.

THE IRRIGATION SYSTEM WILL BE OPERATED BY A SEPARATE, NEW CONTROLLER

ADDED IN THIS SCOPE OF WORK.

THE EXISTING PUMP AND MAIN LINE HAS CAPACITY TO FEED THE NEW EXPANSION

WITH SLIGHT MODIFICATIONS TO RUN TIMES AND WATERING WINDOWS

THE 6" IRRIGATION MAIN LINE AND 2" FLOWER WATER SPIGOT MAIN LINE ARE

TERMINATED AND CAPPED IN BLACK VALVE BOXES CENTRALLY LOCATED ON THE

NORTH EDGE OF THE EXPANSION SITE, NORTH OF THE CREEK. CONNECTION WILL

OCCUR IN THIS LOCATION.

SUPPLY LINES ARE DIAGRAMMATIC. AVOID CONFLICT WITH EXISTING SITE

FEATURES. ALL IRRIGATION PIPES SHALL BE LOCATED IN LAWN AREAS AS MUCH

AS POSSIBLE.

EXISTING SYSTEM CONSISTS PRIMARILY OF RAINBIRD CONTROLLERS AND HEADS

AND THE EXPANSION SHOULD MATCH AS CLOSELY TO EXISTING EQUIPMENT AS

POSSIBLE.

EXISTING PUMP STATION IS A GRUNDFOS PMU 2000, SERIAL NUMBER 1722 WITH (2)

VFD PUMPS AND FLOW SENSOR. PUMP IS A PRESSURE START SYSTEM.

CITY PRESSURE AT THE TAP IS BELEIVED TO BE 46-53 PSI. PUMP IS CAPABLE OF

DELIVERING UP TO 145 PSI AT THE DISCHARGE MANIFOLD.

ALL REFERENCE TO A PARTICULAR MANUFACTURER BY NAME WITHIN THESE

DRAWINGS MAY BE SUBSTITUTED WITH AN APPROVED EQUAL BASED ON

PERFORMANCE, AS APPROVED BY THE NCA OR THEIR DESIGNATED TECHNICAL

PROFESSIONAL. PROPRIETARY PRODUCTS USED AS BASIS OF DESIGN.

ALL PIPE SLEEVES SHALL BE 2" MIN. DIAMETER LARGER THAN PIPE SIZE AS

CALLED OUT ON PLAN.

IRRIGATION DESIGN BASED ON DESIGN PARAMETERS PROVIDED AT TIME OF

DESIGN. CONTRACTOR TO ADJUST SYSTEM DURING INSTALLATION TO

ACCOMMODATE SYSTEM PARAMETERS FOUND DURING CONSTRUCTION, AS

APPROVED BY NCA OR THEIR DESIGNATED TECHNICAL PROFESSIONALS.

IRRIGATION NOTES / DESIGN PARAMETERS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Sheet Name

A

F ile P a th

/1

/2

:3

:0

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 RECORD STAMPCONSULTANT

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 XXXXX

XXXXX XXXXX

connect to existing

FLOWER WATERING

system SUB-MAIN connect to existing irrigation system

SUB-MAIN

CENTER LINE

OF CREEK

IRRIGATION PLAN

ALM CDW

LI101

AutoCAD SHX Text

IRRIGATION SCHEDULE

AutoCAD SHX Text

CRITICAL ANALYSIS

chad.weinand

CDW_OK

chad.weinand Chad D Weinand Signature chad.weinand

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Sheet Name

A

F ile P a th

/1

/2

:3

:0

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 RECORD STAMPCONSULTANT

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 XXXXX

XXXXX XXXXX

1 1/2" = 1'-0"

BRASS ISOLATION VALVE

FX-IR-FX-ISOV-01

3 GROUNDING ROD

1 1/2" = 1'-0"

Notes:

1- All grounding requirements for controllers shall conform to local electric codes.

2- Grounding rod shall not be located in the same trench as the irrigation mainlines or lateral lines.

3- Valve box shall be wrapped with a minimum 3 mil thick plastic and secured to the valve box using duct tape or electrical tape.

4- Install grounding rod per the controller manufacturer's specifications and recommendations.

-8

8' - 0" to 12'- 0"

Pavement.

Finished grade.

8" x 8' - 0" copper grounding rod.

Grounding rod clamp.

# 6 AWG bare copper wire.

8' -0

1" PVC

electrical conduit and sweep for earth ground.

m in

. w ir e d ep th

Three (3) 4" x 8" bricks.

FX-IR-FX-AUXEQ-01

42 ROTOR SPRAYHEAD

1 1/2" = 1'-0"

Notes:

1- All threaded connection points between Sch. 40 PVC and Sch. 80 PVC fitting shall be installed using teflon tape.

2- Contractor shall compact soil around rotor and riser prior to planting, plugging, seeding, or laying of sod.

Pop-up rotor to be set at finish grade. (See irrigation legend for make and model).

Finished grade.

Sch. 80 PVC nipple (optional).

Swing joint. Rain bird tsj12 (typ.).

PVC lateral irrigation pipe. (See irrigation plans for pipe size and type).

Sch. 40 PVC tee or elbow.

FX-IR-FX-HEAD-02

Flow

FLOW SENSOR

1" = 1'-0"

Notes:

1- Flow sensor make and model number shall be per controller manufacturer's specifications and recommendations. (See irrigation plans).

2- Flow sensor wire shall be per the controller manufacturer's specifications.

3- Install flow sensor per manufacturer's specifications and recommendations.

4- All wire runs shall be continuous without any splices. Wire connections shall be made using DBR/Y-6 connectors or approved equal.

5- Valve box shall be wrapped with a min. of three (3) mil thick plastic and secure it to the valve box using duct tape or electrical tape.

6- See master valve/flow sensor detail for linear dimensions.

Rectangular valve box with locking lid.

Irrigation valve wires with a twelve inch (12") min. expansion coil.

Finished grade.

Sch. 40 PVC reducer bushing.

Four (4) 4" x 8" bricks.

Mainline pipe from master valve. (See master valve/ flow sensor detail for mainline pipe size).

Flow sensor. (See irrigation plans for make and model).

Three-eight's inch (38") welded wire mesh.

Three inch (3") thick layer of pea gravel or approved equal.

Sch. 40 PVC 45° elbow.

FX-IR-FX-AUXEQ-03

5 6 REMOTE CONTROL IRRIGATION VALVE

1 1/2" = 1'-0"

Note:

1- Locate valve box within 24" of pavement edge in planting area where easily accessible whenever possible.

2- Common wire and controller wire shall be direct burial 14 AWG or larger. Color: Common (white), controller wire for turf (blue), and controller wire for shrubs (red). (See specifications for 2-wire controllers).

3- All wire runs shall be continuous without any splices unless approved by the Owner's Representative. See splice box detail. Wire connections shall be made using DBR/Y-6 connectors or approved equal.

4-Valve box shall be wrapped with min. 3 mil thick plastic and secure it using duct tape or electrical tape.

5- Mainlines 4" or larger shall use saddles at the connections points to the irrigation valve. (See specifications for irrigations saddles).

6- All Sch. 80 PVC to Sch. 40 PVC threaded connections shall be made using teflon tape.

7- Valve boxes shall be located in planting areas.

Rectangular valve box with locking lid.

Remote control irrigation valve. (See irrigation plans for size and model).

Controller wires with 12" min. expansion curls.

Finished grade.

Common wires.

Four (4) 4" x 8" bricks.

Sch. 80 PVC male adapter.

Sch. 80 PVC ball valve.

Sch. 40 PVC 90° elbow.

8" welded wire mesh.

Sch. 40 PVC pipe.

Sch. 40 or 80 PVC tee or elbow. (See irrigation plan mainline size and type).

Plastic tag with valve station number ID.

Valve wire.

Sch. 80 PVC male union.

Mainline. (See irrigation plans for size and type).

Pavement.

24" min.

4"

8"

FX-IR-FX-RCV-02 1 1/2" = 1'-0"

MASTER CONTROL VALVE

FX-IR-FX-MAST-58

1 1/2" = 1'-0"

QUICK COUPLING VALVE IN BOX

FX-IR-FX-QUIC-03

1 1/2" = 1'-0"

TRENCH DETAIL AT ASPHALT PAVING

FX-IR-FX-AUXEQ-12

N.T.S.

PLASTIC VALVE TAG9

IRRIGATION DETAILS

ALM CDW

LI501

AutoCAD SHX Text

PVC MAIN LINE.

AutoCAD SHX Text

FINISH GRADE.

AutoCAD SHX Text

BOX, SEE SPECIFICATIONS.

AutoCAD SHX Text

10" DIAMETER ROUND VALVE

AutoCAD SHX Text

NIPPLE.

AutoCAD SHX Text

18" BELOW GRADE

AutoCAD SHX Text

SPECIFIED.

AutoCAD SHX Text

ISOLATION VALVE AS

AutoCAD SHX Text

6" SCHEDULE 80 THREADED

AutoCAD SHX Text

SLIP/THREAD COUPLING.

AutoCAD SHX Text

AS REQUIRED.

AutoCAD SHX Text

EXTENSION, LENGTH

AutoCAD SHX Text

10" DIA. PVC PIPE

AutoCAD SHX Text

BRICK SUPPORTS.

AutoCAD SHX Text

FOUR COMMON

AutoCAD SHX Text

SET BOX FLUSH TO GRADE AT LAWN.

AutoCAD SHX Text

SET BOX 2" ABOVE GRADE AT SHRUBS.

AutoCAD SHX Text

WITH 6" EXTENSIONS AS REQUIRED.

AutoCAD SHX Text

A.E.P. RECTANGULAR BOX #1015

AutoCAD SHX Text

SET BOX FLUSH TO GRADE AT TURF.

AutoCAD SHX Text

SET BOX 2" ABOVE GRADE AT SHRUBS.

AutoCAD SHX Text

ON 30" LOOPED WIRES.

AutoCAD SHX Text

WATER PROOF WIRE CONNECTORS

AutoCAD SHX Text

FINISHED GRADE.

AutoCAD SHX Text

CONTROLLER WIRES.

AutoCAD SHX Text

PVC MAIN LINE.

AutoCAD SHX Text

6X2X16 CONC. BLOCK CAPS,

AutoCAD SHX Text

SXT SCHEDULE 80 NIPPLES

AutoCAD SHX Text

ONE EACH SIDE (2 TOTAL)

AutoCAD SHX Text

SCREEN, WRAP UP SIDES.

AutoCAD SHX Text

VALVE INLET SIZE.

AutoCAD SHX Text

1/2" WIRE CLOTH GOPHER

AutoCAD SHX Text

12" MIN. BELOW GRADE.

AutoCAD SHX Text

18" MINIMUM BELOW GRADE.

AutoCAD SHX Text

PVC CONDUIT FOR

AutoCAD SHX Text

FLUSH IN LAWN AREAS.

AutoCAD SHX Text

2" IN SHRUB AREAS.

AutoCAD SHX Text

NIPPLE.

AutoCAD SHX Text

12" PVC SCHEDULE 80

AutoCAD SHX Text

12" MAX

AutoCAD SHX Text

QCV

AutoCAD SHX Text

2" MAX.

AutoCAD SHX Text

1" MIN.

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text

STEEL CLAMPS.

AutoCAD SHX Text

TWO STAINLESS

AutoCAD SHX Text

THREE PVC SCH 80

AutoCAD SHX Text

ELLS.

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STEEL PIPE.

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1/2" X 36" GALV

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NIPPLE.

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3" PVC SCHEDULE 80

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GALV. NIPPLE, LENGTH AS REQ.

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CRUSHED ROCK.

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6" DEEP LAYER OF 3/4"

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SPECIFIED.

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QUICK COUPLING VALVE AS

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FINISHED GRADE.

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WITH 2" HIGH CHARACTERS.

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HEAD BRAND "QVC" ON LID

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10" DIAMETER VALVE BOX.

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WIDTH VARIES

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SAWCUT 1 1/2" MINIMUM.

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EXISTING PAVMENT.

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OPTIMUM DENSITY.

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NO LESS THAN 5" THICK.

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SEAL COATS.

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REPLACEMENT PAVING:

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COARSE SAND, COMPACETED TO 90%

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SUBSEQUENT BACKFILL WITH 100%

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2" THICKER THAN THE EXISTING, AND

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NEW ASHPHALT PAVING SHALL BE

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SHALL BE "IN KIND", INCLUDING

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4" MIN.

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4" MIN.

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BEDDING

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HAUNCHING

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4" MIN.

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COMPLETING SUBSEQUENT BACKFILL.

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AND COMPACTED TO 90% PRIOR TO

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BE BACKFILLED TO THE HAUNCHING

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WHEN PVC PIPE IS USED, PIPE SHALL

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DEPTH AS PER SPECIFICATIONS

chad.weinand

CDW_OK

chad.weinand Chad D Weinand Signature chad.weinand

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Sheet Name

A

F ile P a th

/1

/2

:3

:0

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 RECORD STAMPCONSULTANT

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 XXXXX

XXXXX XXXXX

N.T.S.

AIR RELEASE VALVE ASSEMBLY1

N.T.S.

TRASH RECEPTACLE6

N.T.S.

FLOWER VASE HOLDER WITH HINGED LID5

N.T.S.

FLOWER WATER SPIGOT ASSEMBLY2

CL

1'-6"

TRASH

FLOWERS VASES

Drink Do Not

2'-3" 2'-3"

ARCHITECTURAL

PRECAST POST

AND COLLAR

1'-6"

6" THICK 4000 PSI

CONCRETE SLAB

W/MEDIUM BROOM FINISH

-SLOPE AT 2% TO DRAIN

ISOLATION JOINT

SAND AND GRAVEL BED

9" 9"

CONCRETE

FOUNDATION

'-0

'-6

'-4

'-6

'-6

'-1

TRASH

'-6

28"

19"

FLOWERS VASES

N.T.S.

FLOWER WATER SPIGOT ASSEMBLY - PLAN3

4" THICK, 4000 PSI CONCRETE SLAB

WITH TOOLED EDGE AND LIGHT

BROOM FINISH

7'-6"

FLOWER WATER

SPIGOT MAIN LINE

FLOWER WATER SPIGOT

SHUT-OFF VALVE IN 10"

ROUND VALVE BOX, SEE

DETAIL: 2/LI502

TRASH RECEPTACLE

SEE DETAIL: 2/LI502

FLOWER WATER SPIGOT

ASSEMBLY, SEE DETAIL: 2/LI502

FLOWER VASE,

SEE DETAIL: 2/LI502

SPIGOT

WATER

LINE

10"

6"

9" 9"

ISOLATION

JOINT

SHUT-OFF &

DRAIN-DOWN

VALVE; RE:IRRG

'-0

" 1 '-8

M

IN

'-6

'-6

6" 28"

19"

/2

28"

28"

HINGED LID - SEE PLAN VIEW

5/8" O.D. STEEL ROD

3/8" X 1" STEEL BARS

1/4" X 2 12" SOLID STEEL BAR

DECAL - VS WHITE LETTERING,

CLEAR BACKGROUND

1/4" X 2 12" SOLID STEEL BAR

BOLT TO SLAB

FINISH GRADE

NOTE:

FLORAL REGULATIONS SHALL BE PLACED ON LID OF RECEPTACLE

REFER TO U.S. DEPARTMENT OF VETERANS AFFAIRS, NATIONAL

CEMETERY SIGNS (NC-08.01) PAGE 12-4-34

VICTOR STANLEY

S-424 IRONSIDES

TRASH RECEPTACLE

COLOR: BLACK

VICTOR STANLEY

S-42 IRONSIDES

TRASH RECEPTACLE

COLOR: BLACK

BLACK LETTERS,

WHITE BACKGROUND

FLORAL REGULATIONS

TEXT AS APPROVED BY

CEMETERY DIRECTOR

HANDLE

HINGED LID

CURB

ROAD

N.T.S.

IRRIGATION HEAD PLACEMENT7

HEADSTONE (TYP.)

SPUN STEEL LID

5/8" O.D. STEEL ROD

3/8" X 1" STEEL BARS

1/4" X 2 12" SOLID STEEL BAR

DECAL - VS WHITE LETTERING,

CLEAR BACKGROUND

1/4" X 2 12" SOLID STEEL BAR

BOLT TO SLAB

FINISH GRADE

IRRIGATION HEAD

(SEE PLAN FOR TYPE)

E Q

U A

L D

IS

TA

N

C E

E Q

U A

L D

IS

TA

N

C

EE

Q U

A L

D

IS

TA

N

C E

E Q

U A

L D

IS

TA

N C

E

HEADSTONE (TYP.)

N.T.S.

PEDESTAL MOUNT CONTROLLER ASSEMBLY8

AUTOMATIC CONTROLLER (SEE LEGEND)1

PEDESTAL (SAME AS CONTROLLER

MANUFACTURER)

1/2" X 6" ANCHOR BOLTS, INSTALL WITH POUR3

6" THICK 4000 PSI CONCRETE SLAB W/MEDIUM

BROOM FINISH - SLOPE AT 2% TO DRAIN

3/4" RIGID PVC SWEEP ELL (120 VOLT WIRE)5

2" RIGID PVC SWEEP ELL (24 VOLT WIRE)

EXTEND 12" PAST CONCRETE PAD

3/4" RIGID PVC SWEEP ELL (GROUNDING WIRE)

SEE GROUNDING DETAIL LI501

5 67

FINISH GRADE

APPLIED ENGINEERING 1730-18 BLACK

VALVE BOX WITH BLACK BOLT DOWN

COVER AND EXTENSIONS AS REQUIRED

AIR RELEASE VALVE (SEE LEGEND)

SCH 80 PVC NIPPLE (LENGTH AS REQUIRED)

NIBCO T-113 BRONZE GATE VALVE WITH

HANDWHEEL

IRRIGATION MAINLINE TEE

IRRIGATION MAINLINE

8"X8"X16" SOILD CMU BLOCK

1" DIAMETER WASHED ROCK

HOT BRAND LID WITH 3" TALL BY 3/16"

DEEP LETTERS: "ARV"

FILTER FABRIC

INSTALL AN 8"X8"X16" SOLID CMU BLOCK AT EACH CORNER OF VALVE BOX.

WASHED ROCK SHALL BE INSTALLED FLUSH WITH BOTTOM OF GATE VALVE.

4" MIN CLEARANCE BETWEEN VALVE BOX LID AND HIGHEST OBJECT IN BOX.

N.T.S.

BENCH DETAIL4

VICTOR STANLEY BENCH

STEELSITES RB-28, 6 FT.

COLOR: BLACK

6" THICK 4000 PSI CONCRETE

SLAB W/MEDIUM BROOM FINISH

-SLOPE AT 2% TO DRAIN

1/2" PRE-MOLDED JOINT FILLER

AND SEALER ALONG ENTIRE

LENGHT OF SLAB

MOUNTABLE CURB AND GUTTER

- SEE CIVIL PLANS

95% COMPACTED SUBGRADE

FINISH GRADE

(SEED BED)

(1) 5/8" I.D. ANCHOR

BOLT (TYP. OF 4) - CUT

BOLT ABOVE NUT AND

PEEN

1. FOR BENCHES LOCATED AT BACK OF CURB, BENCH SHALL BE ORIENTED

TO FACE GRAVE SITES.

GRAVE SITESGRAVE SITES

BENCH SHALL BE ORIENTED TO FACE GRAVE SITES

BENCH

CURB AND GUTTER

7' - 12"

'-8

FLORAL REGULATIONS:

"Fresh cut flowers may be placed on graves at any time.

Metal temporary containers are available.

Floral items will be removed from graves as soon as they become faded and unsightly.

Artificial flowers may be placed on graves only during the period of November through March.

Plantings will not be permitted on graves at any time. Potted plants will be permitted on graves only during the period 10 days before and 10 days after Easter Sunday and Memorial Day.

Christmas wreaths or grave blankets are permitted on graves during the Christmas season and will be removed not later than January 20 of each year. Grave floral blankets may not be larger in size than two by three feet.

During the lawn mowing and ground maintenance season, all floral items will be removed as per the pick-up schedule located at entrances.

Statues, vigil lights, breakable objects of any nature, and similar commemorative items are not permitted on graves at any time.

Floral items and other types of decorations will not be secured to headstones or markers.

Please contact Cemetery Director for information regarding installation of a permanent flower container."

EXTRA HEAVY

BRASS RISER

BRASS STRAP (TYP.

OF 2) - SCREW TO

POST WITH BRASS

SCREWS

SLAB

EXPANSION JOINT,

CONTINUOUS AT

PERIMETER OF POST

3/8 " REVEAL, TYP.

THREE SIDES

POST - SEE PLAN VIEW

SELF CLOSING FAUCET

HAWS MODEL #6252

EHLF BRASS FINISH -

NO CHROME

FLOWER WATER SPIGOT MAIN LINE (SEE IRRIGATION

PLANS FOR WATER SPECIFICATION AND ROUTING)

FLOWER WATER

SPIGOT SHUT - OFF

VALVE AND BOX

7 - 12"

3" 2'

0" 2'

6" 1'

6" NOTE:

CONCRETE POST COLOR SHALL BE LIGHT GRAY -

SUBMIT COLOR SAMPLE TO LANDSCAPE ARCHITECT

FOR APPROVAL PRIOR TO CASTING POSTS.

POST PLAN VIEW

N.T.S.

WATER SPIGOT

ASSEMBLY

1" CHAMFERED EDGE

AT TOP OF POST

3 - #3 REBAR

EQUALLY SPACED

STAINLESS STEEL

ANCHOR 1/4" X 2"

(DRIVE PIN)

ALUMINUM PLATE PAINTED BLUE

TO MATCH VICTOR STANLEY

BLUE WITH WHITE LETTERS

READING "DO NOT DRINK"

ARCHITECTURAL PRECAST 3000

PSI CONCRETE POST - LIGHT

SANDBLAST FINISH

REVEAL

3/8"

7 - 12"

4"1/8"5/8"1"

1/8" 3- 3/4" 1/8"

1/8" 5/8" 1"

IRRIGATION DETAILS

ALM CDW

LI502

chad.weinand

CDW_OK

chad.weinand Chad D Weinand Signature chad.weinand