36C78618R0051-003.pdf

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Cheyenne National Veterans Burial Ground Wyoming | Project #886CM3037
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TRACT 2

HILDRETH SUBDIVISION

5.04 ACRES±

TRACT 1

HILDRETH SUBDIVISION

TRACT 3

HILDRETH SUBDIVISION

UNPLATTED LAND

LS2500

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.5 4'

N 0° '3 5" E

N 0° '4 8" W

LS2500

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N89°04'51"W 278.69'

N0°09'48"W 658.27'

0.

S56° 50'11"E

2.

POLO RANCH ROAD

5.

REVISIONS

DESCRIPTIONNO. DATE BY CKD

1 RECORDING INFO. & TRACT 2 LOCATION 6/1/16 RSS RSS

SHEET

INBERG-MILLER ENGINEERS

PAGE:BK:

JOB NO.

DRN.

CHK.

DATE:

SCALE

HORZ

VERT

E

124 East Main Street

Riverton, WY 82501

307-856-8136

1120 East C Street

Casper, WY 82601

307-577-0806

350 Parsley Boulevard

Cheyenne, WY 82007

307-635-6827

193 West Flaming Gorge Way

Green River, WY 82935

307-875-4394

830 E. Richards ST Ste 1

Douglas, WY 82633

307-359-7000

CHEYENNE VA CEMETERY ALTA/ACSM LAND TITLE SURVEY

CHEYENNE, WY

ISI PROFESSIONAL SERVICES

1"=60' MDH

RLC,RSS

5-17-16

1229 62-64,70

17573-HS

SCALE: 1"=

60 60

60'

LEGEND

FOUND STONE MONUMENT

FOUND BRASS CAP

FOUND 1½" ALUMINUM CAP STAMPED COC PLS 4828, EXCEPT AS NOTED.

BORE HOLE

MONITORING WELL

EXISTING IRRIGATION VALVE

EXISTING POWER POLE

EXISTING GUY ANCHOR

EDGE OF GRAVEL ROAD

EXISTING CONTOURS (1' INTERVALS)

101'±

103'±

ALTA/ACSM LAND TITLE SURVEY

TRACT 2, HILDRETH SUBDIVISION

A PORTION OF THE S½ AND THE S½NW¼ OF SECTION 16, T.14N.,

R.67W., 6th P.M., LARAMIE COUNTY, WYOMING

TABLE "A" NOTES:

1. MONUMENTS FOUND APPEAR TO COMPLY WITH WYOMING MINIMUM

REQUIREMENTS FOR PROPERTY CORNERS.(LENGTH OF REBAR NOT VERIFIED)

2. ADDRESS: TO BE DETERMINED.

3. FLOOD ZONE CLASSIFICATION IS ZONE X (AREAS TO BE DETERMINED TO BE

OUTSIDE THE 0.2% ANNUAL CHANCE FLOOD PLAIN. MAP NO.

56021C1067F, EFFECTIVE JANUARY 7, 2007.

4. GROSS LAND AREA OF SUBJECT PARCEL IS 5.04 ACRES, MORE OR LESS.

5. CONTOUR INTERVAL IS ONE FOOT. VERTICAL DATUM IS CITY OF CHEYENNE

SURVEY CONTROL SYSTEM. BENCHMARK IS CONTROL POINT "ROUNDTOP",

ELEVATION 6259.60.

7a. THERE ARE NO EXISTING STRUCTURES ON THE SUBJECT PARCEL.

8. SUBSTANTIAL FEATURES ON SUBJECT PARCEL ARE AS SHOWN HEREON.

11b. EVIDENCE OF UTILITIES ON SUBJECT PARCEL ARE AS SHOWN HEREON.

13. SUBJECT PARCEL LIES ENTIRELY WITHIN A LARGER PARCEL OF PLATTED AND

UNPLATTED LANDS OWNED BY THE CITY OF CHEYENNE.

14. THE DISTANCE FROM THE SW CORNER OF THE SUBJECT PARCEL SOUTH TO

POLO RANCH ROAD IS 660', MORE OR LESS.

16. THERE IS NO OBSERVED EVIDENCE OF EARTH MOVING WORK, BUILDING

CONSTRUCTION OR BUILDING ADDITIONS.

17. THERE ARE NO PROPOSED CHANGES IN STREET RIGHT-OF-WAY LINES.

18. THERE IS NO OBSERVED EVIDENCE OF SITE BEING USED AS A SOLID WASTE

DUMP, SUMP OR SANITARY LANDFILL.

19. LOCATIONS OF WETLAND AREAS, IF ANY, WERE NOT PROVIDED TO THE

SURVEYOR.

20a. NO OFFSITE EASEMENTS WERE PROVIDED TO THE SURVEYOR. VISIBLE

UTILITIES WERE SURVEYED AND ARE AS SHOWN HERON.

CERTIFICATION:

TO BENEFIT OF U.S. DEPARTMENT OF VETERAN AFFAIRS:

THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS

BASED WERE MADE IN ACCORDANCE WITH THE 2011 MINIMUM STANDARD

DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS, JOINTLY

ESTABLISHED BY ALTA AND NSPS, AND INCLUDES ITEMS 1-5, 7(a), 8, 11(b), 13, 14, 16-19, 20(a) AND 21 OF TABLE A THEREOF. THE FIELD WORK WAS

COMPLETED ON JANUARY 23, 2016.

RANDALL S. STELZNER

WYOMING PROFESSIONAL LAND SURVEYOR

REGISTRATION NO. 5134

THIS SURVEY PROJECT COMMENCED IN OCTOBER, 2014, PRIOR TO THE

ADOPTION OF THE CURRENT 2016 MINIMUM STANDARD DETAIL

REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS AND ADHERES TO THE

2011 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND

TITLE SURVEYS.

TITLE COMMITMENT:

OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY

ISSUED BY SUMMIT TITLE SERVICES

COMMITMENT FILE NO.: 14J034

COMMITMENT DATE: FEBRUARY 23, 2016, AT 5:00 P.M.

DESCRIPTION PER TITLE COMMITMENT:

TRACT 2, HILDRETH SUBDIVISION, ACCORDING TO THE OFFICIAL PLAT FILED FOR

RECORD __________, 2016, IN PLAT CABINET ___, SLOT ___, AMONG THE REAL

ESTATE RECORDS OF LARAMIE COUNTY, WYOMING.

BASIS OF BEARINGS:

CITY OF CHEYENNE SURVEY CONTROL SYSTEM GROUND DATUM FROM

CONTROL POINTS "ROUND TOP", "HUNNICUT" AND "CREEK".

NEW PARCEL DESCRIPTION BASED ON SURVEY:

A PARCEL OF LAND BEING TRACT 2, HILDRETH SUBDIVISION, A SUBDIVISION

LOCATED IN THE S½ AND THE S½NW¼ OF SECTION 16, T.14N., R.67W., 6th P.M., LARAMIE COUNTY, WYOMING, RECORDED AS RECEPTION NO. 683031, PLAT

CABINET 10, SLOT 162, IN THE OFFICE OF THE LARAMIE COUNTY CLERK AND

RECORDS IN CHEYENNE, WYOMING, CONTAINING 5.04 ACRES, MORE OR LESS,

AND IS SUBJECT TO ALL EASEMENTS, RIGHTS-OF-WAY AND RESTRICTIONS OF

RECORD.

SCHEDULE B-II-EXCEPTIONS:

12. RECORD PLAT OF HILDRETH SUBDIVISION RECORDED ON APRIL 26, 2016, IN

PLAT CABINET 10, SLOT 162, RECEPTION NUMBER 683031, IN THE OFFICE

OF THE LARAMIE COUNTY CLERK AND RECORDS IN CHEYENNE, WYOMING.

(MODIFIED FROM TITLE COMMITMENT TO INCLUDE CURRENT DATA).

TRACT 2 IS SHOWN. ENTIRE PLAT IS NOT SHOWN.

13. DEPARTMENT OF AGRICULTURE LEASE BETWEEN THE CITY OF CHEYENNE,

WYOMING AND THE UNITED STATES OF AMERICA RECORDED ON JUNE 19,

1928, IN BOOK 284, PAGE 428 (BLANKET IN NATURE).

14. PATENT RECORDED ON NOVEMBER 16, 1970, IN BOOK 915, PAGE 388

(BLANKET IN NATURE).

15. PATENT RECORDED ON FEBRUARY 2, 1911, IN BOOK 159, PAGE 554

(BLANKET IN NATURE).

TRACT 3

HILDRETH SUBDIVISION

WEST 14 CORNER

SECTION 16

UNPLATTED LAND

SW CORNER

SECTION 16

I M

E P r o j e c t s H

X H

S

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C h e y e n n e

V A

C e m e t e r y D

W G

H

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G d w g

V

P M vacowittk Sticky Note This road appears to encroach on the land VA is acquiring. I don't recall there being an actual road. Is this a path? Is this correct?

GRAVE

LOCATOR

GRAVE

LOCATOR

Drawing Title Project Title Date

Project No.

Building Number Checked Drawn

Location

Approved: Division Chief

Approved: Service Director Dwg. Of

DRAWING NO.

Revisions Date

1 2 3 4 5 6 7 8 9

1 98765432

F E

C D

B A

G

ATIONAL

EMETERY

DMINISTRATIONA

C

N

SITE PLANS &

GRAVE LOCATOR

DETAILS

INSTALL NEW

GRAVE LOCATOR

HOT SPRINGS NATIONAL CEMETERY

TDK

8/17/11

896-12-xxx

L-1 2 2 o n e in ch t en f ee t o n e in ch t w en ty f ee t o n e in ch t h ir ty f ee t o n e in ch f o rt y f ee t o n e in ch f if ty f ee t o n e in ch s ix ty f ee t o n e in ch o n e h u n d re d f ee t o n e in ch t w o h u n d re d f ee t one inch = one hundred feet

0 100 200

PARTIAL SITE PLAN - DEMOLITION

SCALE: 1/8" = 1'-0"

L-1

L-3

2'-6"

2"

2"

2'-2"

4'-0"

11"

7 8

7 8

1'-8"

2'-0"

5'-7"

3'-0"

GRAVE LOCATOR PLAN VIEW

SCALE: 1" = 1'-0"

L-1

GRAVE LOCATOR BOX

SCALE: 1

" = 1'-0"

L-1

GRAVE LOCATOR PEDESTAL ELEVATION

SCALE: 1" = 1'-0"

L-1

L-1

4'-0"

11"

2'-0" x 2'-6" BEVELED TOP

SECURE TOP TO PEDESTAL

BASE WITH EPOXY

4000 PSI CONCRETE BASE

FOR GRAVE LOCATOR

PEDESTAL

" x

" STAINLESS STEEL

DOWELS @ 12" O.C. EPOXY

DOWELS AND GRANITE SLAB

END JOINTS TO PROVIDE A

MONOLITHIC PEDESTAL

4"

1'-6"

2" TYP

1'-5

1'-5

1'-3

7 8

7 8

GRAVE LOCATOR BOX TO BE FABRICATED FROM 16 GA

STAINLESS STEEL. GRAVE LOCATOR BOX LID SHALL BE

FABRICATED FROM 12 GA STAINLESS STEEL. ALL

CORNERS SHALL BE WELDED. CONTINUOUS HINGE

SHALL BE STAINLESS STEEL. SPOT WELD HINGE TO BOX

AND LID. ALL DISCOLORATION FROM WELDS SHALL BE

REMOVED AND STEEL PLATES SHALL BE POLISHED TO

PROVIDE A SMOOTH FINISH FREE OF IMPERFECTIONS.

SECURE THE GRAVE LOCATOR BOX TO THE GRANITE

PEDESTAL WITH TAMPER-PROOF SCREWS.

STAINLESS STEEL

CONTINUOUS HINGE

1'-3

STAINLESS STEEL

CONTINUOUS HINGE

ENGRAVE OR ATTACH PERMANENT

WHITE REFLECTIVE SIGN LETTERS

ON GRAVE LOCATOR BOX LID

" DIA HOLE. PROVIDE ON

BOTH SIDE PANELS AND ONE

ON THE REAR PANEL OF THE BOX.

3"

ENTRANCE ROAD

E N

T R

A N

C E

R

O A

D

GRAVE LOCATOR PEDESTAL SECTION VIEW

SCALE: 1" = 1'-0"

STAINLESS STEEL TAMPER-PROOF SCREW

(3) REQUIRED - ONE EACH SIDE AND REAR PANEL.

ANCHOR INTO GRANITE PEDESTAL BASE

STAINLESS STEEL GRAVE LOCATOR BOX

4" THICK GRANITE SLAB

4" THICK GRANITE SLAB

" x 4" STAINLESS STEEL DOWELS.

(4) REQUIRED. EPOXY GROUT DOWELS

INTO CONCRETE SLAB AND GRANITE

PEDESTAL.

4" COMPACTED FILL

4000 PSI CONCRETE

4000 PSI CONCRETE

FINISH GRADE

BEVELED GRANITE TOP. EPOXY GROUT

TO PEDESTAL BASE.

2'-6"

CONTINUOUS DRIP EDGE

WOODEN GRAVE LOCATOR

CONCRETE EDGING BLOCKS

CRUSHED STONE

DEMOLITION NOTES:

REMOVE EXISTING CONCRETE EDGER BLOCKS,

CRUSHED STONE AND WOODEN GRAVE LOCATOR

STRUCTURE.

SAW CUT AND REMOVE EXISTING CONCRETE CURB AND

GUTTER.

PARTIAL SITE PLAN - NEW WORK

SCALE: 1/4" = 1'-0"

L-1

GRAVE LOCATOR PEDESTAL AND BASE

REFERENCE DETAILS THIS SHEET

CURB & GUTTER

11'-3"

R

R

5'-8"

NEW CONCRETE CURB CUT -

6" THICK, 4000 PSI CONCRETE W/6x6, W2.9xW2.9 WELDED WIRE FABRIC

ON 4" COMPACTED FILL - BROOM

FINISH

GRANITE COLOR: CREAMY GRAY

GRANITE FINISH: POLISHED FINISH ON ALL EXPOSED SURFACES

2'-0"

E

D

S A T I N

B R I G H T

F I N I S H

D

G

F

N

A

N

B

R

N

E

A C

C

H

1'-0"

M

E P A R

N U

D

D E

S

P

L

TAT E

TI

T

E

NT

OF V

A

IR

S

M A

OS F

I R E

C A

F F A

N

ET RA

S

2 1/2"

1"

[25mm] m m

1"

[25mm] m m

[610mm] m m

S E E

N O T E

[305mm] m m m m

[64mm] m m m m m m

7/8" [22mm]

5/8" [16mm]

5/8" [16mm]

1/2" [13mm]

5/8" [16mm]

1/2" [13mm]

5/8" [16mm]

3/8" [10mm]

3/8" [10mm]

1/2" [13mm]

3/8" [10mm]

3/8" [10mm]

3/8" [10mm]

3/8" [10mm]

3/8" [10mm]

3/8" [10mm]

3/8" [10mm]

3/8" [10mm]

1/2" [13mm]

1/2" [13mm]

5/8" [16mm]

3/8" [10mm]

5/8" [16mm]

3/8" [10mm]

1/2" [13mm]

3/8" [10mm]

3/8" [10mm]

1/2" [13mm]

3/8" [10mm]

1/2" [13mm]

3/8" [10mm]

3/8" [10mm]

1/2" [13mm]

3/8" [10mm]

1/2" [13mm]

3/8" [10mm]

1/2" [13mm] m m

NAME

PRESIDENT OF THE UNITED STATES

NAME

SECRETARY OF VETERANS AFFAIRS

NAME

UNDER SECRETARY (SEE NOTE 1)

NAME

ASSOCIATE CHIEF MEDICAL DIRECTOR

FOR CONSTRUCTION MANAGEMENT

(SEE NOTE 2)

NAME

MEDICAL CENTER DIRECTOR

(SEE NOTE 3)

NAME

SENIOR RESIDENT ENGINEER

NAME

ARCHITECT/ENGINEER

NAME

GENERAL CONTRACTOR

DEDICATED

YEAR

TOP OF

LETTERINGTOP OF

LETTERING

SATIN BRIGHT FACE ON

ALL SIDES OF LETTERING

MOSS AS

CAST FINISH

ROPE BORDER

CENTERLINE OF PLAQUE,

V.A. SEAL NAMES AND TITLES

REVERSE MEDIUM

PEBBLE BACKGROUND

STAR COVERS HEADS

OF FASTENERS (TYP.

OF ALL CORNERS)

m m

1/4"

[6mm]

1/4"

[6mm] m m

NTS

DEDICATION PLAQUE STANDARD DETAIL

SCALE :

CAD DETAIL NO.: DATE ISSUED:

DETAIL TITLE / DEDICATION PLAQUE STANDARD DETAIL

SD101400-04.DWGDECEMBER 2008

NONE

DEDICATION PLAQUE NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

UNDER SECRETARY FOR HEALTH, OR UNDER SECRETARY FOR BENEFITS, OR BOTH

MAY BE REQUIRED.

SOME PLAQUES WILL NOT INCLUDE ASSOCIATE CHIEF MEDICAL DIRECTOR FOR OFM

CONSTRUCTION MANAGEMENT. ADJUST SPACING BETWEEN LINES OF TEXT AND

INCREASE DIMENSION BELOW LAST LINE TO ACCOMMODATE THE NUMBER OF LINES

OF TEXT.

MEDICAL CENTER DIRECTOR, REGIONAL VISN OFFICE DIRECTOR, REGIONAL OFFICE

AND INSURANCE CENTER DIRECTOR, OR MEDICAL AND REGIONAL OFFICE CENTER

DIRECTOR MAY BE REQUIRED. LONG TEXT LINES MAY REQUIRE TWO LINES AND

ADJUSTMENT OF SPACING.

DEDICATION PLAQUES FOR SATELLITE OUTPATIENT CLINICS WILL OMIT THE SENIOR

RESIDENT ENGINEER, ARCHITECT/ENGINEER, AND GENERAL CONTRACTOR. THE

OVERALL HEIGHT OF THE PLAQUE SHALL BE 30 INCHES [762mm].

MATERIAL: THE PLAQUE SHALL BE CAST OF A LEAD FREE TIN BRONZE, SUCH AS

C90300 (NAVY "G" BRONZE) OR SIMILAR ALLOY APPROVED BY V.A.

WORKMANSHIP: CASTINGS SHALL BE OF UNIFORM QUALITY AND CONDITION, FREE

FROM INJURIOUS BLOW HOLES AND POROSITY, CRACKS, AND OTHER DEFECTS AND

NOT WARPED OR DISTORTED, WELL FINISHED, FREE FROM BURRS, SHARP EDGES,

SCRATCHES, AND DEFECTS THAT MAY AFFECT APPEARANCE OR SERVICE-ABILITY.

CASTINGS SHALL NOT BE REPAIRED, PLUGGED, WELDED, OR BURNED.

FINISH: FINISH TO BE DETAILED, HAND CHASED FOR TRUE ALIGNMENT FILED, BELT

POLISHED SIDES GROUND SMOOTH, RAISED SURFACES AND BORDERS TO BE

POLISHED AND BUFFED TO A BRIGHT SATIN FINISH, BACKGROUND TEXTURES TO

BE REVERSE MEDIUM PEBBLE BACKGROUND, FINE PEBBLE BACKGROUND, MOSS

AS CAST, AS INDICATED.

COATING: BRONZE TO BE CHEMICALLY OXIDIZED TO A STATUARY MEDIUM COLOR

AND FINISH WITH ONE COAT OF CLEAR PROTECTIVE EXTERIOR METAL LACQUER.

FASTENERS: CORROSION RESISTANT METAL COMPARABLE WITH MATERIAL OR

CASTING.

TEXT: INFORMATION FOR FILLING OUT PLAQUE WILL BE PROVIDED BY THE

DEPARTMENT OF VETERANS AFFAIRS AT TIME OF ORDER FOR INDIVIDUAL PLAQUE.

PRIOR TO CASTING, RUBBINGS WILL BE PROVIDED TO VA FOR REVIEW.

THE USE OF METRIC DIMENSIONING IS ALLOWED, PROVIDED THAT THE METRIC

EQUIVALENT IS COMPARABLE AND MEETS FEDERAL STANDARDS FOR CONVERSION.

SCALE :

CAD DETAIL NO.: DATE ISSUED:

DETAIL TITLE / DEDICATION PLAQUE DETAIL NOTES

SD101400-05.DWGDECEMBER 2008

NONE

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B A C K G R O U N D

F I N E

P E B B L E

B A C K G R O U N D

M O S S

A S

C A S T

A S

I N D I C A T E D

C O A T I N G

B R O N Z E

C H E M I C A L L Y

O X I D I Z E

T O

A

S T A T U A R Y

M E D I U M

C O L O R

A N D

F I N I S H

W I T H

O N E

C O A T

O F

C L E A R

P R O T E C T I V E

E X T E R I O R

M E T A L

L A C Q U E R

F A S T E N E R S

C O R R O S I O N

R E S I S T I N G

M E T A L

C O M P A T I B L E

W I T H

M A T E R I A L

O F

C A S T I N G

N T S

E X T E R I O R

S E A L S

D E T A I L

S C A L

C A D

D E T A I L

N O

A T E

I S S U E

DE

TA

IL

T

IT

LE

E X T E R I O R

S E A L S

D E T A I L

S D D W G

D E C E M B E R

N O N

VA NCA Bivouac Plaque Picture

VA NCA Patriotic Slogan Detail.

02 Drawings
02 Drawings
SITE CONSTRUCTION DETAILS
COLUMBARIUM DETAILS
Memorial wall details
17573-HS Final ALTA_encroachment note

Grave locator - Hot Springs-Details L-1

Gettysburg Address Plaque Installation Drawing
Gettysburg Address Plaque Picture
VA Dedication Plaque Detail
11x17
VA Exterior Seals Detail.pdf
11x17
VA Dedication Plaque Detail 2.pdf
8.5x11
VA Exterior Seal Detail
11x17
VA NCA Bivouac Plaque Picture
VA NCA Patriotic Slogan Picture

File details come from the government source that posted it.