S02_Attachment 2_Drawings_920CM3005.pdf

PDF 37 MB Posted Jun 2, 2023

Attached to: Y1PC--Burial Expansion at Fort Sill National Cemetery Project: 920CM3005 Bid Documents will be submitted by ELECTRONIC DELIVERY
Solicitation number: 36C78623B0020
Issued by: Department of Veterans Affairs National Cemetery Administration

About this file

Written by GovTribe AI · Dec 27, 2023

This file attachment relates to a federal contract solicitation for burial expansion services at Fort Sill National Cemetery. The solicitation number is 36C78623B0020 and is seeking bid documents for the Y1PC Burial Expansion at Fort Sill National Cemetery Project numbered 920CM3005. The opportunity type is a solicitation issued by the Department of Veterans Affairs National Cemetery Administration. Bid documents must be electronically delivered by the response date. The description provided indicates the solicitation is for burial expansion services at Fort Sill National Cemetery.

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Other files

File	Type	Posted
36C78623B0020 0002.docx	DOCX document	Jun 29, 2023
36C78623B0020 0001.docx	DOCX document	Jun 7, 2023
S02_Attachment 5_IFB Contractor Cost Estimate Worksheet.xlsx	XLSX spreadsheet	Jun 2, 2023
36C78623B0020.docx	DOCX document	Jun 2, 2023
S02_Attachment 1_SOW_920CM3005.pdf	PDF	Jun 2, 2023
S02_Attachment 3_Specifications_920CM3005.pdf	PDF	Jun 2, 2023
S02_Attachment 4_Wage Determination_OK20230023.pdf	PDF	Jun 2, 2023

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G-001

COVERSHEET

SITE LOCATION MAP

SCALE: NTS N

SHEET INDEX

SHEET NO. DRAWING NO. SHEET TITLE

1 G-001 COVER SHEET

DEPARTMENT OF VETERANS AFFAIRS

FORT SILL NATIONAL CEMETERY

CEMETERY EXPANSION

NCA PROJECT NO. 920CM3005

2648 NE Jake Dunn Rd, Elgin, OK 73538

V-101 TOPOGRAPHIC SURVEY

C-101 OVERALL SITE PLAN

SFTM

SITE LOCATION AND ACCESS MAP

SCALE: NTS N

CODE OF CONDUCT

1. BURIAL CEREMONIES WILL BE SCHEDULED THROUGHOUT THE COURSE OF THIS PROJECT. COORDINATE DAILY ACTIVITIES WITH THE CEMETERY DIRECTOR OR HIS APPROVED REPRESENTATIVE TO ACCOMMODATE SCHEDULED BURIALS. CONTRACTOR SHALL OBTAIN THE SCHEDULE FOR THE NEXT DAY SERVICES PRIOR TO THE CLOSE OF

BUSINESS EACH DAY. ALLOWABLE WORK TO BE DETERMINED BY THE CEMETERY DIRECTOR.

2. BECAUSE OF THE SENSITIVE NATURE OF THE CEMETERY SITE, CONTRACTOR SHALL MAINTAIN EACH WORK AREA IN A CLEAN AND ORDERLY APPEARANCE. TRASH AND WASTE MATERIALS SHALL BE STORED IN APPROVED CONTAINERS AND ROUTINELY DISPOSED OFF-SITE. CLEANUP SHALL BE REQUIRED AT THE END OF EACH DAY

AND/OR MORE FREQUENTLY AS REQUIRED.

3. THE CONTRACTORS STAFF AND SUBCONTRACTORS STAFF SHALL NOT: DRESS IN SLEEVELESS SHIRTS OR SHORT PANTS, WEAR CLOTHING WITH INAPPROPRIATE LOGOS, PLAY MUSIC, TALK LOUD, PLACE PERSONAL ITEMS ON

HEADSTONES, LEAN AGAINST OR SIT ON HEADSTONES.

4. THE EFFECT OF WORK ON PUBLIC ACCESS SHALL BE MINIMAL AND SHALL BE COORDINATED WITH THE CEMETERY DIRECTOR. ANY ALTERED PUBLIC TRAFFIC ROUTES SHALL BE WELL DEFINED WITH PROFESSIONALLY MADE

SIGNAGE AND/OR OTHER APPROVED CONVENTIONAL METHODS.

5. DO NOT WORK UPON NOR STORE ANY MATERIALS ON OCCUPIED GRAVE PLOTS. ALL EFFORT WILL BE MADE TO

MAINTAIN DISTANCE FROM OCCUPIED GRAVE PLOTS.

1. TOPOGRAPHIC INFORMATION PROVIDED BY SURVEY PERFORMED BY POE &

ASSOCIATES, INC CONSULTING ENGINEER DATED JUNE 6, 2020. THE GENERAL

CONTRACTOR SHALL VERIFY ALL SURVEY INFORMATION.

2. ALL ELEVATIONS ARE NAVD 88 VERTICAL DATUM BASED ON GPS OBSERVATION.

3. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON

AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

DETERMINING THE EXACT LOCATION OF ALL UTILITIES PRIOR TO BEGINNING ANY

WORK. IF UTILITIES OTHER THAN THOSE SHOWN HEREON ARE ENCOUNTERED, THE

CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY AND TAKE APPROPRIATE

MEASURES TO PROTECT THE LINE(S) AND ENSURE CONTINUED SERVICE. DAMAGE

CAUSED TO EXISTING UTILITIES BY THE CONTRACTOR SHALL BE REPAIRED BY THE

CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL

VERIFY THE CONNECTION POINTS OF NEW UTILITIES TO EXISTING UTILITIES PRIOR TO

BEGINNING CONSTRUCTION.

4. THE CONTRACTOR SHALL INSTALL TREE PROTECTION BARRICADES PRIOR TO

BEGINNING EARTHWORK OPERATIONS.

5. THE CONTRACTOR SHALL NOTIFY THE CO/COR IF UNSUITABLE MATERIAL IS

DISCOVERED PRIOR TO BEGINNING ANY REMOVAL OPERATION. (SEE SPECIFICATION

SECTION 31.20.00)

6. THE CONTRACTOR SHALL STABILIZE ALL DISTURBED AREA WITH SOD OR MULCH, NOT

SHOWN FOR ASPHALT OR CONCRETE, WITHIN LIMITS OF DEMOLITION AND PROPOSED

WORK.

7. CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO DRAIN FOR POSITIVE FLOW

PRIOR TO FINAL APPROVAL.

8. THE DESIGN ADEQUACY AND SAFETY OF ALL BRACING, SHORING AND TEMPORARY

SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

9. IN PERFORMING CONSTRUCTION OBSERVATION VISITS TO THE JOB SITE, THE

ENGINEER SHALL HAVE NEITHER CONTROL OVER NOR RESPONSIBILITY FOR THE

CONTRACTOR'S MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES IN

PERFORMING THE WORK.

10. THE CONTRACTOR'S MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES

IN PERFORMING THE WORK IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR,

WHO IS ALSO RESPONSIBLE FOR COMPLYING WITH ALL HEALTH AND SAFETY

PRECAUTIONS AS REQUIRED BY ANY REGULATORY AGENCY.

11. THERE SHALL BE AT ALL TIMES, WHEN WORK IS BEING DONE, A COMPETENT PERSON

WHO IS APPRISED OF THE CONDITION AND PROGRESS OF ALL AREAS OF WORK ON

SITE. THIS COMPETENT PERSON SHALL BE ABLE TO SPEAK FOR AND ACT IN THE

BEHALF OF THE CONTRACTOR. HE SHALL BE AWARE AND KNOWLEDGEABLE OF ALL

THE SAFETY CONCERNS ON THE JOB SITE. HE SHALL BE EMPOWERED TO

IMMEDIATELY AND EFFECTIVELY MITIGATE THE ACTIONS OF ANY WORKMAN ON SITE.

GENERAL NOTESPROJECT TEAM

C-102 OVERALL GRADING, DRAINAGE & UTILITY PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

56 Louis Prima Drive, Suite B, Covington, LA 70433 720.491.7559; Sean Fitzpatrick

FORT SILL NATIONAL CEMETERY

GRAVESITE EXPANSION

Fort Sill, OK

920CM3005

N/A Project Director

03/31/2023Revisions: Date:

DJ Junio, PE Design and Construction Service, NCA

Phone: 202.213.5171 Email: dimasalang.junio@va.gov Sheet of 41

VCI Project Management Construction Management Engineering

ARCHITECT / ENGINEER

VALI COOPER INTERNATIONAL, LLC

DENVER, CO 80249

CONTACT: TAQI MUHAMMAD

TAQI@VALIINT.COM

504-378-7399

LANDSCAPE ARCHITECT

MRWM LANDSCAPE ARCHITECTS

ALBUQUERQUE, NM 87102

CONTACT: BRIAN VERARDO

BVERARDO@WRMWLA.COM

505-268-2266

SURVEYOR

POE & ASSOCIATES, INC

OKLAHOMA CITY, OK 73118

CONTACT: JOHN BOWMAN

JOHN.BOWMAN@POEANDASSOCIATES.COM

405-949-1962

SITE OWNER

VA NCA

FORT SILL NATIONAL CEMETERY

CONTACT: STEVE DAVIS

STEVE.DAVIS@VA.GOV

202-632-4833

GEOTECH

TERRACON

OKLAHOMA CITY, OK 73105

CONTACT: CASSA HOOKER

CASSA.HOOKER@TERRACON.COM

405-445-3419

C-401

ENLARGED SITE PLAN - COLUMBARIUMC-402

A-101 COLUMBARIUM FLOOR PLAN

CD101 DEMOLITION PLAN

A-201 COLUMBARIUM ELEVATIONS

FIRMETTE PANEL

SCALE: NTS N

FINAL EROSION AND SEDIMENTATION CONTROL PLAN

ENLARGED SITE PLAN - PRE PLACED CRYPTS

A-501 COLUMBARIUM SECTIONS & DETAILS

A-502 COLUMBARIUM SECTIONS & PLAZA SCORING PLAN

GRAVESITE NUMBERING PLAN

C-501

ENLARGED GRADING & DRAINAGE PLAN - PRE PLACED CRYPTS

C-502

ENLARGED GRADING & DRAINAGE PLAN - COLUMBARIUM

C-503

SIGNAGE DETAILSA-506

A-503

A-504 COLUMBARIUM DETAILS 1

A-505 COLUMBARIUM DETAILS 2

COLUMBARIUM CAP & NUMBERING PLAN & DETAILS

C-403

G-101 CONSTRUCTION ACCESS, FENCING & STAGING PLAN

A-401 ENLARGED COLUMBARIUM PLAN & DETAILS

L-101

LD401

LD402

S-101 FOUNDATION PLAN & DETAILS

C-103 INITIAL EROSION AND SEDIMENTATION CONTROL PLAN

GRAVE SITE DETAILS 1

EROSION & SEDIMENTATION CONTROL DETAILS

GRAVE SITE DETAILS 2

SITE DETAILS

C-104

C-504

C-404

C-201

C-405

DEMOLITION PLAN ENLARGEMENT

OVERALL DEMOLITION, IRRIGATION AND PLANTING REFERENCE PLAN

DEMOLITION PLAN ENLARGEMENT

LI401 IRRIGATION PLAN ENLARGEMENT

LI402

LI501 IRRIGATION DETAILS 1

LI502

LI503

LP401 PLANTING PLAN ENLARGEMENT

LP402

IRRIGATION PLAN ENLARGEMENT

IRRIGATION DETAILS 2

IRRIGATION DETAILS 3

PLANTING PLAN ENLARGEMENT

INTERMENT SUMMARY

SECTION # PPC NICHES ACREAGE

COL D1 36

COL D2 200

COL D3 176

COL D4 68

COL D5 36

COL D6 42

COL D7 72

COL D8 60

COL D9 44

COL D10 52

COL D11 96

COL D12 111

COL D13 46

Sec 34 4'x4' .50 Sec 4 3'x8' 1523 .85

4'x10' 20 Sec 6 3'x8' 1474 .82

4'x10' 17

TOTAL 3034 1039 2.17

DRAINAGE PROFILES - PRE PLACED CRYPTS

V-401 V-402

TOPOGRAPHICAL & UTILITY SURVEY - COLUMBARIA

TOPOGRAPHICAL & UTILITY SURVEY - PRE PLACED CRYPTS SECTION

US 277

D U

N N

R O

C-202 DRAINAGE PLAN AND PROFILE - COLUMBARIUM

COLUMBARIUM SCHEDULE

COLUMBARIUM SHALL BE COMPLETED AND READY

FOR TURN OVER BY JUNE 1, 2024.

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INEER

03/31/2023

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FLETCHER

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ELGIN

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US 277

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SH 17 & 11

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US 277

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APACHE

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CYRIL

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SH 19

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JAKE DUNN RD.

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SH 58

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SH 19

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H.E. BAILEY TURNPIKE

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H.E. BAILEY TURNPIKE (I-44)

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70 MILES TO OKLAHOMA CITY

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SH 65

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LAWTON

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WILDLIFE

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FORT SILL MILITARY RESERVATION

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US 277

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US 62 & 281

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SH 7

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US 62

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CACHE

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SH 115

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SH 49

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LAKE TONKAWA

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MEDICINE PARK

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STERLING

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REFUGE

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WICHITA

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FORT SILL

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NATIONAL

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CEMETERY

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LAKE ELLSWORTH

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EXISTING POND

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

56 Louis Prima Drive, Suite B, Covington, LA 70433 720.491.7559; Sean Fitzpatrick

FORT SILL NATIONAL CEMETERY

GRAVESITE EXPANSION

Fort Sill, OK

920CM3005

N/A Project Director

03/31/2023Revisions: Date:

DJ Junio, PE Design and Construction Service, NCA

Phone: 202.213.5171 Email: dimasalang.junio@va.gov Sheet of 41

VCI Project Management Construction Management Engineering

CONSTRUCTION ACCESS, FENCING AND

STAGING PLAN

G-101

SFTM

0 100 200

1 INCH = 100 FEET

CONSTRUCTION STAGING AREA

PROJECT & SAFETY SIGNAGE

COLUMBARIUM CONSTRUCTION

STAGING AREA

PROJECT SIGN;

SEE DETAIL

C7/G-101

SAFETY SIGN;

SEE DETAIL

F7/G-101

CONSTRUCTION FENCE WITH PRIVACY FABRIC &

2 PANELS OF FENCING TO BE REMOVED AS

WELL AS 1 UPRIGHT AND STORED ON SITE.

INSTALL TEMPORARY CONSTRUCTION

GATE. REINSTALL PANELS AND UPRIGHT

AFTER CONSTRUCTION IS FINALIZED

CONSTRUCT TEMPORARY ROAD FOR

CONSTRUCTION. REMOVE AFTER

CONSTRUCTION IS COMPLETE.

EXISTING GRAVEL ROAD

PPC & IGC HAUL ROUTE

PPC HAUL ROUTE

PPC CONSTRUCTION

STAGING

PPC HAUL ROUTE

FROM HWY 44

ACCESS / HAUL ROUTE

0 0 0

ON SAFETY

ZERO

Department of Veterans Affairs

PAINTED BORDER

MEMBER BLACK ENAMEL

2" X 4" FRAME AND BRACES

IN SAME PLANE

PAINTED PLYWOOD OR

METAL FACE

STRETCH METAL FACE

TIGHT, TURN OVER FRAME

AND SECURE WITH FLAT

HEAD DEFORMED NAILS

LETTERING TO BE

HELVETICA STYLE 5"

HIGH

PAINTED PLYWOOD OR

METAL FACE WHITE

ENAMEL

LETTERING TO BE

HELVETICA STYLE 3"

HIGH TO BE CENTERED

HORIZONTALLY

2" X 4" FRAME AND

BRACE IN BACK

LETTERING TO BE

HELVETICA STYLE 2" HIGH

TO BE CENTERED

HORIZONTALLY

LETTERING TO BE

HELVETICA STYLE 1-1/2"

HIGH TO BE CENTERED

HORIZONTALLY

4" X 4" POSTS

PAINTED WHITE

BORDER MEMBER

PAINTED BLACK

BACKGROUND TO BE

PAINTED WHITE

LETTERING TO BE

HELVETICA STYLE 1"

HIGH TO BE CENTERED

HORIZONTALLY

LETTERING TO BE

HELVETICA STYLE 1-1/2"

HIGH TO BE CENTERED

HORIZONTALLY

SURROUNDING BORDER TO

BE BLUE

CENTER TO BE WHITE

8'-8"

6'-6"

1-1/2"

3" 2"

1-1/2"

4'-0" MIN.

3" 2" 3"

ALL LETTERING TO BE

PAINTED BLACK WITH

EXCEPTION OF PROJECT

TITLE WHICH IS TO BE BLUE

NOTE:

ANY SEAM IN METAL TO BE

FLAT SEAM - SEAMS TO BE

HORIZONTAL AND OCCUR

BETWEEN LINES OF

LETTERING.

SECTION ON CENTER

ELEVATION

4'-0"

BRACING SEE

CONSTRUCTION SIGN

SECTION DETAIL

C7/G-101

3'-0"

VARIES

3'-0"

BLUE

BLUE OUTLINE WITH

WHITE INTERIOR

BLUE

WHITE

RED

PROVIDE (3) SETS OF

REMOVABLE NUMERALS

PAINTED ON 1/8" TEMPERED

HARDBOARD

1-3/4"

WOOD STRIPS

BRACING

4" X 4" POST IF SIGN IS

INSTALLED ON GRADE

FIN. GRADE

VARIES;

AVERAGE 3'-0"

ACCESS FROM DUNN RD &

HWY 277 -SEE G-001

EXISTING COLUMBARIA A&B

FUTURE COLUMBARIUM C

NEW COLUMBARIUM D

EXISTING COMMITTAL

SHELTER

EXISTING

ADMINISTRATION &

MAITENANCE BUILDINGS

CONSTRUCT TEMPORARY ROAD FOR

CONSTRUCTION. REMOVE AFTER

CONSTRUCTION IS COMPLETE

CONSTRUCT TEMPORARY ROAD FOR

CONSTRUCTION. REMOVE AFTER

CONSTRUCTION IS COMPLETE

12' DOUBLE SWING GATES AT EACH ENTRANCE

GATE

LEGEND AND SYMBOLS

GATE

TEMPORARY CONSTRUCTION ROAD

COLUMBARIUM HAUL ROUTE

NOTE:

CONTRACTOR TO RESTORE ALL EXISTING GRAVEL

CONSTRUCTION ACCESS ROADS BACK TO PRE-CONSTRUCTION

CONDITION BY REMOVING ANY TRACKED SOIL/MUD AND

INSTALLING ADDITIONAL STONE OVERLAY AS NEEDED.

NEW COLUMBARIUM SHALL BE COMPLETED AND READY FOR

TURN OVER BY JUNE 1, 2024.

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

03/31/2023

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BFP

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SCALE: 1" = 100'-0"

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CONSTRUCTION STAGING AND ACCESS PLAN

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CONTRACTOR'S NAME

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THE LIFE YOU SAVE MAY BE YOUR OWN

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WITHOUT A LOST TIME ACCIDENT

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DAYS

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HAS WORKED

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THIS PROJECT

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DEPARTMENT OF

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VETERANS AFFAIRS

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FORT SILL NATIONAL CEMETERY

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GRAVESITE EXPANSION

AutoCAD SHX Text A PROJECT OF THE: NATIONAL CEMETERY ADMINISTRATION DESIGN AND CONSTRUCTION SERVICE WASHINGTON, D.C.

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GENERAL CONTRACTOR: : NAME: LOCATION:

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ARCHITECT/ENGINEER: : NAME: LOCATION:

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SAFETY SIGN

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PROJECT SIGN

B-5

B-4

B-2

B-1

V-101

TOPOGRAPHIC SURVEY

SFTM

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

56 Louis Prima Drive, Suite B, Covington, LA 70433 720.491.7559; Sean Fitzpatrick

FORT SILL NATIONAL CEMETERY

GRAVESITE EXPANSION

Fort Sill, OK

920CM3005

N/A Project Director

03/31/2023Revisions: Date:

DJ Junio, PE Design and Construction Service, NCA

Phone: 202.213.5171 Email: dimasalang.junio@va.gov Sheet of 41

VCI Project Management Construction Management Engineering

0 100 200

1 INCH = 100 FEET

LEGEND AND SYMBOLS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING FIRE HYDRANT

EXISTING WATER VALVE

EXISTING LIGHT POLE

EXISTING SIGN

EXISTING WATER VAULT

EXISTING BORE HOLE LOCATION

EXISTING BENCHMARK

EXISTING POWER POLE

EXISTING TREE

EXISTING STORM DRAIN

EXISTING CATCH BASIN

EXISTING STORM INLET

EXISTING RIP RAP

EXISTING SANITARY SEWER

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

TREE GROUPINGS

EXISTING ROLL BACK CURB

EXISTING WATER LINE

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RE NG INEER

03/31/2023

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COLUMBARIUM AREA SHEET V-401V-401

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PPC AREA SHEET V-402V-402

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SCALE: 1" = 100'-0"

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TOPOGRAPHIC SURVEY

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Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

56 Louis Prima Drive, Suite B, Covington, LA 70433 720.491.7559; Sean Fitzpatrick

FORT SILL NATIONAL CEMETERY

GRAVESITE EXPANSION

Fort Sill, OK

920CM3005

N/A Project Director

03/31/2023Revisions: Date:

DJ Junio, PE Design and Construction Service, NCA

Phone: 202.213.5171 Email: dimasalang.junio@va.gov Sheet of 41

VCI Project Management Construction Management Engineering

V-401

TOPOGRAPHICAL & UTILITY

SURVEY - COLUMBARIA

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RE NG INEER

03/31/2023

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BM #2

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IN MEDIAN, 7' FROM CURB

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#4 REBAR SE OF VISITOR CENTER

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BH #1

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NO FISHING

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EX. " CONC. CURB.

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AutoCAD SHX Text

VAULT

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EX. " CONC. CURB.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

WALL

AutoCAD SHX Text X

AutoCAD SHX Text

WALL

AutoCAD SHX Text X

AutoCAD SHX Text

WALL

AutoCAD SHX Text

EX. " CONC. CURB.

AutoCAD SHX Text

EX. " CONC. CURB.

AutoCAD SHX Text X

AutoCAD SHX Text

EX. " CONC. CURB.

AutoCAD SHX Text X

AutoCAD SHX Text

VAULT

AutoCAD SHX Text

EX. " CONC. CURB.

AutoCAD SHX Text

EX. " CONC. CURB.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text X

AutoCAD SHX Text

WALL

AutoCAD SHX Text X

AutoCAD SHX Text

EX. " CONC. CURB.

AutoCAD SHX Text X

AutoCAD SHX Text

EX. " CONC. CURB.

AutoCAD SHX Text X

AutoCAD SHX Text

VAULT

AutoCAD SHX Text

EX. " CONC. CURB.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text X

AutoCAD SHX Text

WALL

AutoCAD SHX Text X

AutoCAD SHX Text

WALL

AutoCAD SHX Text

EX. " CONC. CURB.

AutoCAD SHX Text X

AutoCAD SHX Text

EX. " CONC. CURB.

AutoCAD SHX Text X

AutoCAD SHX Text

EX. " CONC. CURB.

AutoCAD SHX Text

WALL

AutoCAD SHX Text

WALL

AutoCAD SHX Text

CONC.

AutoCAD SHX Text X

AutoCAD SHX Text

WALL

AutoCAD SHX Text X

AutoCAD SHX Text

WALL

AutoCAD SHX Text

EX. " CONC. CURB.

AutoCAD SHX Text X

AutoCAD SHX Text

EX. " CONC. CURB.

AutoCAD SHX Text

EX. " CONC. CURB.

AutoCAD SHX Text

WALL

AutoCAD SHX Text

WALL

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

WALL

AutoCAD SHX Text

CONC.

AutoCAD SHX Text X

AutoCAD SHX Text

WALL

AutoCAD SHX Text X

AutoCAD SHX Text

2 GRATE INLET

AutoCAD SHX Text

TG=1269.19

AutoCAD SHX Text

15" OUT N. 2.77MD FL=1266.42

AutoCAD SHX Text

2 GRATE INLET

AutoCAD SHX Text

TG=1265.02

AutoCAD SHX Text

2 GRATE INLET

AutoCAD SHX Text

TG=1267.25

AutoCAD SHX Text

N. FL=1265.90

AutoCAD SHX Text

8" OUT N. FL=1264.03

AutoCAD SHX Text

2 GRATE INLET 2 OPENINGS

AutoCAD SHX Text

TG=1288.41

AutoCAD SHX Text

18" IN SOUTH WEST,FL=1285.35

AutoCAD SHX Text

2 GRATE INLET 2 OPENINGS

AutoCAD SHX Text

TG=1288.50

AutoCAD SHX Text

18" OUT NORTH EAST,FL=1285.64

AutoCAD SHX Text

8" OUT N. 3.52MD FL=1263.73

AutoCAD SHX Text

COLUMBARIUM WALL

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text 1289.85

AutoCAD SHX Text 1283.21

AutoCAD SHX Text 1281.28

AutoCAD SHX Text 1283.53

AutoCAD SHX Text 1286.93

AutoCAD SHX Text 1285.27

AutoCAD SHX Text 1285.12

AutoCAD SHX Text 1285.63

AutoCAD SHX Text 1288.52

AutoCAD SHX Text 1284.00

AutoCAD SHX Text 1288.40

AutoCAD SHX Text 1267.24

AutoCAD SHX Text 1265.65

AutoCAD SHX Text 1263.08

AutoCAD SHX Text 1264.51

AutoCAD SHX Text 1265.50

AutoCAD SHX Text 1263.14

AutoCAD SHX Text 1265.25

AutoCAD SHX Text 1266.64

AutoCAD SHX Text 1265.34

AutoCAD SHX Text 1263.25

AutoCAD SHX Text 1267.45

AutoCAD SHX Text 1264.97

AutoCAD SHX Text 1263.71

AutoCAD SHX Text 1264.46

AutoCAD SHX Text 1263.91

AutoCAD SHX Text 1268.26

AutoCAD SHX Text 1264.77

AutoCAD SHX Text 1263.24

AutoCAD SHX Text 1268.16

AutoCAD SHX Text 1263.30

AutoCAD SHX Text 1263.02

AutoCAD SHX Text 1267.47

AutoCAD SHX Text 1262.57

AutoCAD SHX Text 1263.12

AutoCAD SHX Text 1266.34

AutoCAD SHX Text 1262.15

AutoCAD SHX Text 1263.78

AutoCAD SHX Text 1265.29

AutoCAD SHX Text 1264.40

AutoCAD SHX Text 1264.88

AutoCAD SHX Text 1263.84

AutoCAD SHX Text 1249.14

AutoCAD SHX Text 1250.50

AutoCAD SHX Text 1250.17

AutoCAD SHX Text 1249.85

AutoCAD SHX Text 1253.99

AutoCAD SHX Text 1251.79

AutoCAD SHX Text 1254.13

AutoCAD SHX Text 1251.05

AutoCAD SHX Text 1254.27

AutoCAD SHX Text 1256.09

AutoCAD SHX Text 1266.25

AutoCAD SHX Text

COLUMBARIUM A

AutoCAD SHX Text

EDGE OF WATER

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EDGE OF WATER

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NO FISHING

AutoCAD SHX Text

EDGE OF ASPHALT

AutoCAD SHX Text

EX. " CONC. CURB.

AutoCAD SHX Text

EX. " CONC. CURB.

AutoCAD SHX Text F/L= 1263.73

AutoCAD SHX Text

WALL

AutoCAD SHX Text 1263.14

AutoCAD SHX Text 1264.03

AutoCAD SHX Text 1263.32

AutoCAD SHX Text 1263.63

AutoCAD SHX Text 1263.71

AutoCAD SHX Text 1263.86

AutoCAD SHX Text 1263.58

AutoCAD SHX Text 1263.83

AutoCAD SHX Text 1264.03

AutoCAD SHX Text 1262.16

AutoCAD SHX Text 1262.52

AutoCAD SHX Text 1262.15

AutoCAD SHX Text 1260.08

AutoCAD SHX Text 1262.49

AutoCAD SHX Text 1264.03

AutoCAD SHX Text 1264.49

AutoCAD SHX Text 1261.92

AutoCAD SHX Text 1262.81

AutoCAD SHX Text 1264.23

AutoCAD SHX Text 1264.64

AutoCAD SHX Text 1263.33

AutoCAD SHX Text 1263.32

AutoCAD SHX Text 1263.08

AutoCAD SHX Text 1265.96

AutoCAD SHX Text 1266.16

AutoCAD SHX Text 1266.41

AutoCAD SHX Text 1265.84

AutoCAD SHX Text 1266.43

AutoCAD SHX Text 1266.76

AutoCAD SHX Text 1266.63

AutoCAD SHX Text 1265.39

AutoCAD SHX Text 1266.56

AutoCAD SHX Text 1267.56

AutoCAD SHX Text 1268.09

AutoCAD SHX Text 1269.06

AutoCAD SHX Text 1269.90

AutoCAD SHX Text 1269.64

AutoCAD SHX Text 1268.88

AutoCAD SHX Text 1268.29

AutoCAD SHX Text 1266.77

AutoCAD SHX Text 1266.81

AutoCAD SHX Text 1266.80

AutoCAD SHX Text 1267.02

AutoCAD SHX Text

8" RCP

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

MARKER "MS"

AutoCAD SHX Text

GRAVESITE SECTION

BM #2 #4 REBAR SE OF VISITOR CENTER IN MEDIAN, 7' FROM CURB N~521,142.740 E~1,863,787.553 ELEV~1259.85

SFTM

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

56 Louis Prima Drive, Suite B, Covington, LA 70433 720.491.7559; Sean Fitzpatrick

FORT SILL NATIONAL CEMETERY

GRAVESITE EXPANSION

Fort Sill, OK

920CM3005

N/A Project Director

03/31/2023Revisions: Date:

DJ Junio, PE Design and Construction Service, NCA

Phone: 202.213.5171 Email: dimasalang.junio@va.gov Sheet of 41

VCI Project Management Construction Management Engineering

V-402

TOPOGRAPHICAL & UTILITY

SURVEY - PPC SECTION

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RE NG INEER

03/31/2023

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text

SPRINKLER HEAD

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FOR SPRINKLER

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CONTROL VALVE

AutoCAD SHX Text

2 ADD OPENINGS RIGHT, 4 TOTAL

AutoCAD SHX Text

2 GRATE INLET

AutoCAD SHX Text

FOR SPRINKLER

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CONTROL VALVE

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FOR SPRINKLER

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CONTROL VALVE

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METAL VAULT

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BM #3

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20' SE OF CURB INLET AND

AutoCAD SHX Text

#4 REBAR SE OF INTERSECTION,

AutoCAD SHX Text

17' EAST OF DECORATIVE STOP SIGN BASE

AutoCAD SHX Text

TRASH DISPENSER

AutoCAD SHX Text

RIP-RAP

AutoCAD SHX Text

RIP-RAP

AutoCAD SHX Text X

AutoCAD SHX Text

METAL VAULT

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AutoCAD SHX Text X

AutoCAD SHX Text

VAULT

AutoCAD SHX Text

VAULT

AutoCAD SHX Text

VAULT

AutoCAD SHX Text

VAULT

AutoCAD SHX Text

VAULT

AutoCAD SHX Text

VAULT

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VAULT

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VAULT

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SPRINKLER HEAD

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SPRINKLER HEAD

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SPRINKLER HEAD

AutoCAD SHX Text X

AutoCAD SHX Text

36" IN S.E. FL=1255.97

AutoCAD SHX Text

36" IN S.E. FL=1255.92

AutoCAD SHX Text

18" OUT SOUTH 2.90MD, FL=1260.66

AutoCAD SHX Text

2 GRATE INLET 2 OPENINGS

AutoCAD SHX Text

TG=1263.56

AutoCAD SHX Text

2 GRATE INLET 4 ADD OPENINGS LEFT, 6 TOTAL

AutoCAD SHX Text

TG=1263.29

AutoCAD SHX Text

18" IN NORTH 2.63MD FL=1260.66 24" OUT SOUTH 2.72MD FL=1260.57 OUT FL=1259.64

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OUT N.W. FL=1255.72

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OUT N.W. FL=1255.72

AutoCAD SHX Text

18" IN NORTH 2.54 MD FL=1254.91

AutoCAD SHX Text

2 GRATE INLET

AutoCAD SHX Text

TG=1257.45

AutoCAD SHX Text

TG=1257.51

AutoCAD SHX Text

18" OUT S.W. 2.57MD FL=1254.94

AutoCAD SHX Text 4 GRATE INLET,4 CURB OPENINGS, 24" IN SOUTH 3.96 MD, 48X30" N.W.-S.E 4.24 MD, 48X30" N.W.-S.E. 4.22MD, 24" IN SOUTH 3.75MD

AutoCAD SHX Text

4 GRATE INLET,4 CURB OPENINGS

AutoCAD SHX Text

48X30" S.E-N.W. 4.22MD S.E. FL=1248.95 N.W. FL=1248.41

AutoCAD SHX Text

S.E. TG=1252.58 N.W. TG=1252.59

AutoCAD SHX Text

24" 3.96 MD N.W. 48X30" S.E-N.W. 4.24 MD S.E. FL=1248.94 N.W. FL=1248.40

AutoCAD SHX Text

24" 3.75MD S.E.

AutoCAD SHX Text

BH #1

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BH #4

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

2-48"X30" RCP

AutoCAD SHX Text 1264.29

AutoCAD SHX Text 1253.56

AutoCAD SHX Text 1258.75

AutoCAD SHX Text 1262.95

AutoCAD SHX Text 1262.92

AutoCAD SHX Text 1255.61

AutoCAD SHX Text 1261.41

AutoCAD SHX Text 1260.76

AutoCAD SHX Text 1261.07

AutoCAD SHX Text 1260.01

AutoCAD SHX Text 1259.90

AutoCAD SHX Text 1259.72

AutoCAD SHX Text 1259.91

AutoCAD SHX Text 1259.19

AutoCAD SHX Text 1261.55

AutoCAD SHX Text 1258.17

AutoCAD SHX Text 1257.08

AutoCAD SHX Text 1257.62

AutoCAD SHX Text 1263.43

AutoCAD SHX Text 1257.36

AutoCAD SHX Text 1255.59

AutoCAD SHX Text 1258.58

AutoCAD SHX Text 1264.99

AutoCAD SHX Text 1256.16

AutoCAD SHX Text 1255.05

AutoCAD SHX Text 1260.42

AutoCAD SHX Text 1255.31

AutoCAD SHX Text 1256.23

AutoCAD SHX Text 1261.90

AutoCAD SHX Text 1254.18

AutoCAD SHX Text 1257.12

AutoCAD SHX Text 1253.05

AutoCAD SHX Text 1257.93

AutoCAD SHX Text 1264.87

AutoCAD SHX Text 1255.05

AutoCAD SHX Text 1262.16

AutoCAD SHX Text 1262.78

AutoCAD SHX Text 1264.08

AutoCAD SHX Text 1260.52

AutoCAD SHX Text 1260.55

AutoCAD SHX Text 1254.97

AutoCAD SHX Text 1255.89

AutoCAD SHX Text 1259.76

AutoCAD SHX Text 1253.63

AutoCAD SHX Text 1253.49

AutoCAD SHX Text 1255.92

AutoCAD SHX Text 1256.42

AutoCAD SHX Text 1256.97

AutoCAD SHX Text 1254.68

AutoCAD SHX Text 1261.72

AutoCAD SHX Text 1263.35

AutoCAD SHX Text 1262.77

AutoCAD SHX Text 1262.64

AutoCAD SHX Text 1263.75

AutoCAD SHX Text 1263.83

AutoCAD SHX Text 1265.05

AutoCAD SHX Text 1265.21

AutoCAD SHX Text 1266.27

AutoCAD SHX Text 1266.50

AutoCAD SHX Text 1267.05

AutoCAD SHX Text 1267.31

AutoCAD SHX Text 1266.87

AutoCAD SHX Text 1265.75

AutoCAD SHX Text 1264.48

AutoCAD SHX Text 1265.80

AutoCAD SHX Text 1265.82

AutoCAD SHX Text 1265.76

AutoCAD SHX Text 1267.11

AutoCAD SHX Text 1267.08

AutoCAD SHX Text 1266.73

AutoCAD SHX Text 1265.51

AutoCAD SHX Text 1265.28

AutoCAD SHX Text

EX. GRAVEL ROAD

AutoCAD SHX Text

EX. PAVED ROAD

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

TOP OF BANK

AutoCAD SHX Text

TOP OF BANK

AutoCAD SHX Text

WATER SPICKET

AutoCAD SHX Text

2-36" RCP

AutoCAD SHX Text

WATER SPICKET

BM #3 #4 REBAR SE OF INTERSECTION, 20' SE OF CURB INLET AND 17' EAST OF DECORATIVE STOP SIGN BASE N~520,053.108 E~1,863,805.916 ELEV~1263.87

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

56 Louis Prima Drive, Suite B, Covington, LA 70433 720.491.7559; Sean Fitzpatrick

FORT SILL NATIONAL CEMETERY

GRAVESITE EXPANSION

Fort Sill, OK

920CM3005

N/A Project Director

03/31/2023Revisions: Date:

DJ Junio, PE Design and Construction Service, NCA

Phone: 202.213.5171 Email: dimasalang.junio@va.gov Sheet of 41

VCI Project Management Construction Management Engineering

DEMOLITION PLAN

CD101

SFTM

1. TREE TO BE REMOVED, TYP.

2. BUSH TO BE REMOVED, TYP.

3. UNDERDRAIN SYSTEM TO BE REMOVED AS

SHOWN ON SHEET C-404 AS NECESSARY.

4. CONCRETE SLAB TO BE REMOVED.

5. CONCRETE CURB AND GUTTER TO BE

REMOVED.

6. BENCH TO BE REMOVED AND RELOCATED.

7. REMOVED AND RELOCATE EXISTING SIGN.

8. PRESERVE AND PROTECT EXISTING VAULT.

9. REMOVE AND REPLACE FLOWER WATER

STATION D8/LI501. FIXTURES AND

RECEPTACLES TO BE REUSED.

10. REMOVE EXISTING FLARED END SECTIONS.

11. REMOVE EXISTING HEADWALL.

12. REMOVE EXISTING RIP RAP.

13. RELOCATE EXISTING CONTROLER VAULT, SEE

LI401.

14. RELOCATE EXISTING CLEANOUT.

15. PRESERVE AND PROTECT EXISTING TREE.

0 10'

1/16 INCH = 1 FOOT

20' 30'2'

EXISTING COLUMBARIUM 'A'

EXISTING COLUMBARIUM 'B'

INSET A

INSET B

KEYED NOTESKEYED NOTESKEYED NOTES

LEGEND AND SYMBOLS

EXISTING FIRE HYDRANT

EXISTING WATER VALVE

EXISTING LIGHT POLE

EXISTING SIGN

EXISTING WATER VAULT

EXISTING BORE HOLE LOCATION

EXISTING BENCHMARK

EXISTING POWER POLE

EXISTING TREE

EXISTING STORM DRAIN

EXISTING CATCH BASIN

EXISTING UNDERDRAIN

EXISTING BUSHES

EXISTING TREE TO BE REMOVED, TYP.

EXISTING BUSHES TO BE REMOVED

GENERAL NOTES:

1. ALL ITEMS THAT ARE TO BE REMOVED AND

RELOCATED ARE TO BE STORED AND

PROTECTED UNTIL REINSTALLED.

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

03/31/2023

AutoCAD SHX Text

AutoCAD SHX Text 17.62

AutoCAD SHX Text

AutoCAD SHX Text co

AutoCAD SHX Text

AutoCAD SHX Text P

AutoCAD SHX Text co

AutoCAD SHX Text

SCALE: 1/16" = 1'

AutoCAD SHX Text

INSET A

AutoCAD SHX Text F2

AutoCAD SHX Text

SCALE: 1/256" = 1'

AutoCAD SHX Text

KEY MAP

AutoCAD SHX Text B8

AutoCAD SHX Text

SCALE: 1/32" = 1'

AutoCAD SHX Text

INSET B

AutoCAD SHX Text F7

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

B-5

B-4

B-2

B-1

EXISTING POND

COLUMBARIUM AREA

SHEET C-402

PPC AREA

SHEET C-401

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

56 Louis Prima Drive, Suite B, Covington, LA 70433 720.491.7559; Sean Fitzpatrick

FORT SILL NATIONAL CEMETERY

GRAVESITE EXPANSION

Fort Sill, OK

920CM3005

N/A Project Director

03/31/2023Revisions: Date:

DJ Junio, PE Design and Construction Service, NCA

Phone: 202.213.5171 Email: dimasalang.junio@va.gov Sheet of 41

VCI Project Management Construction Management Engineering

SFTM

0 100 200

1 INCH = 100 FEET

EXISTING COLUMBARIA A&B

FUTURE COLUMBARIUM C

PROPOSED COLUMBARIUM D

EXISTING COMMITTAL SHELTER

PROPOSED PPC SECTION 4

PROPOSED PPC SECTION 6

EXISTING ADMINISTRATION &

MAINTENANCE BUILDINGS

FUTURE PPC SECTIONS

OVERALL SITE PLAN

C-101

1. FOR BOREHOLE INFORMATION, REFERENCE

TERRACON GEOTECHNICAL ENGINEERING

REPORT 03205037 DATED JULY 31, 2020.

2. FLOWER WATER STATION, SEE D8/LI501.

3. NEW / RELOCATED SIGN, DETAIL C1/A-506.

4. REPLACE CEMETERY DIRECTORY SIGN ON

EXISTING POSTS, SEE DETAIL C3/A-506.

KEYED NOTES

SECTION MARKER, SEE DETAIL C6/A-506

GRID MONUMENT, SEE DETAIL F5/A-506

GRAVEL DRIVE

BORE HOLE LOCATION

SITE BENCHMARK

EXISTING TREE

STORM WATER PIPING

STORM WATER BOX

LEGEND AND SYMBOLS

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

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

03/31/2023

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AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text co

AutoCAD SHX Text

AutoCAD SHX Text P

AutoCAD SHX Text I

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text

BFP

AutoCAD SHX Text P

AutoCAD SHX Text STUB OUT 6.1 L.F. of 2 - 51 1/8" x 31 5/16" R.C.P.A. @ 0.5% w/ P.C.E.S.

AutoCAD SHX Text

SCALE: 1" = 100'

AutoCAD SHX Text

OVERALL SITE PLAN

36" RCP

INV IN (SE): 1255.97

INV OUT (NW):1255.72

36" RCP

INV IN (SE): 1255.92

INV OUT (NW):1255.72

2 GRATE INLET

2 ADD OPENINGS RIGHT, 4 TOTAL

TG: 1257.51

18" RCP

INV OUT (SW): 1254.94

2 GRATE INLET

TG: 1257.45

18" RCP

INV OUT (N): 1254.91

2 GRATE INLET

TG: 1267.25

8" INV : 1263.73

2 GRATE INLET

TG: 1265.02

8" INV : 1264.03

2 GRATE INLET

TG: 1263.56

18" RCP

INV OUT (S): 1260.66

2 GRATE INLET

4 ADD OPENINGS LEFT, 6 TOTAL

TG: 1263.29

INV IN (N) 18" RCP: 1260.66

INV OUT (S)24" RCP: 1260.57

EXISTING POND

S.E. HEDWALL

(2) 43 34" X 26 58" ECP (S.E. - N.W.)

FL = 1248.95

S.E. GRATE AND CURB INLETS

4 GRATE INLET, 4 CURB OPENINGS

RIM=1252.58

(2) - 43 34" X 26 58" ECP (S.E. - N.W.)

FL=1248.83

N.W. GRATE AND CURB INLETS

4 GRATE INLET, 4 CURB OPENINGS

RIM=1252.59

(2) - 51 18" X 31 5

16" ECP (S.E. - N.W.)

FL=1248.63

N.W. HEADWALL

(2) - 51 18" X 31 5

16" ECP (S.E. - N.W.)

FL=1248.40

COLUMBARIUM AREA

SHEET C-404

PPC AREA

SHEET C-403

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

56 Louis Prima Drive, Suite B, Covington, LA 70433 720.491.7559; Sean Fitzpatrick

FORT SILL NATIONAL CEMETERY

GRAVESITE EXPANSION

Fort Sill, OK

920CM3005

N/A Project Director

03/31/2023Revisions: Date:

DJ Junio, PE Design and Construction Service, NCA

Phone: 202.213.5171 Email: dimasalang.junio@va.gov Sheet of 41

VCI Project Management Construction Management Engineering

SFTM

0 100 200

1 INCH = 100 FEET

OVERALL GRADING,

DRAINAGE & UTILITY PLAN

C-102

LEGEND AND SYMBOLS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING 6" UNDERDRAIN

MINOR CONTOUR

MAJOR CONTOUR

GRAVEL DRIVE

EXISTING

ADMINISTRATION &

MAINTENANCE BUILDINGS

STORM WATER PIPING

STORM WATER BOX

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

03/31/2023

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text co

AutoCAD SHX Text

AutoCAD SHX Text P

AutoCAD SHX Text I

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text

BFP

AutoCAD SHX Text P

AutoCAD SHX Text STUB OUT 6.1 L.F. of 2 - 51 1/8" x 31 5/16" R.C.P.A. @ 0.5% w/ P.C.E.S.

AutoCAD SHX Text

SCALE: 1" = 100'

AutoCAD SHX Text

OVERALL GRADING PLAN

36" RCP

INV IN (SE): 1255.97

INV OUT (NW):1255.72

36" RCP

INV IN (SE): 1255.92

INV OUT (NW):1255.72

2 GRATE INLET

2 ADD OPENINGS RIGHT, 4 TOTAL

TG: 1257.51

18" RCP

INV OUT (SW): 1254.94

2 GRATE INLET

TG: 1257.45

18" RCP

INV OUT (N): 1254.91

2 GRATE INLET

TG: 1267.25

8" INV : 1263.73

2 GRATE INLET

TG: 1265.02

8" INV : 1264.03

2 GRATE INLET

TG: 1263.56

18" RCP

INV OUT (S): 1260.66

2 GRATE INLET

4 ADD OPENINGS LEFT, 6 TOTAL

TG: 1263.29

INV IN (N) 18" RCP: 1260.66

INV OUT (S)24" RCP: 1260.57

EXISTING POND

S.E. HEDWALL

(2) 43 34" X 26 58" ECP (S.E. - N.W.)

FL = 1248.95

S.E. GRATE AND CURB INLETS

4 GRATE INLET, 4 CURB OPENINGS

RIM=1252.58

(2) - 43 34" X 26 58" ECP (S.E. - N.W.)

FL=1248.83

N.W. GRATE AND CURB INLETS

4 GRATE INLET, 4 CURB OPENINGS

RIM=1252.59

(2) - 51 18" X 31 5

16" ECP (S.E. - N.W.)

FL=1248.63

N.W. HEADWALL

(2) - 51 18" X 31 5

16" ECP (S.E. - N.W.)

FL=1248.40

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

56 Louis Prima Drive, Suite B, Covington, LA 70433 720.491.7559; Sean Fitzpatrick

FORT SILL NATIONAL CEMETERY

GRAVESITE EXPANSION

Fort Sill, OK

920CM3005

N/A Project Director

03/31/2023Revisions: Date:

DJ Junio, PE Design and Construction Service, NCA

Phone: 202.213.5171 Email: dimasalang.junio@va.gov Sheet of 41

VCI Project Management Construction Management Engineering

SFTM

KEYED NOTESKEYED NOTES

1. 20' X 50' STABILIZED STONE CONSTRUCTION

ENTRANCE, DETAIL B2/C-504

2. CONCRETE WASHOUT AREA, DETAIL B7/C-504

3. STABILIZE DISTURBED AREAS WITH

MULCHING OR TEMPORARY SEEDING IF LEFT

UNDISTURBED FOR 7 CONSECUTIVE DAYS.

4. SILT FENCE, DETAIL B5/C-504

5. TEMPORARY RETROFIT TO BE REMOVED NO

MORE THAN 7 DAYS PRIOR TO THE

INSTALLATION OF THE PROPOSED DRAINAGE

IMPROVEMENTS, DETAIL D2/C-504

6. SILT FENCE IS TO BE INSTALLED ALONG THE

PERIMETER OF THE STAGING AREA.

7. CURB INLET PROTECTION, DETAIL D9/C-504

8. TEMPORARY SEDIMENT BASIN, DETAIL

F7/C-504 WITH SEDIMENT MARKER, DETAIL

F5/C-504

9. GRAVEL ROAD IS TO BE TEMPORARILY

STABILIZED WITH MULCH OR TEMPORARY

SEEDING IF LEFT DISTURBED FOR MORE

THAN 7 DAYS PRIOR TO THE PLACEMENT OF

GRAVEL

KEYED NOTES

LEGEND AND SYMBOLS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING 6" UNDERDRAIN

SILT FENCING

CONSTRUCTION ENTRANCE

DIVERSION DITCH

INITIAL EROSION AND

SEDIMENTATION CONTROL

PLAN

C-103

CONCRETE WASHOUT AREA

0 100 200

1 INCH = 100 FEET

SILT STORAGE CALCULATION

AVAILABLE STORAGE BASIN = 536 C.Y.

WIDTH = 30'

LENGTH = 15'

DEPTH = 2'

TOP = 1253.50'

BOTTOM = 1250.00'

OUTLET ELEVATION = 1252.00'

CLEAN OUT ELEVATION = 1251.00 FT

TEMPORARY SEDIMENT BASIN

ESTIMATED EROSION = 3.68 AC. X 67 C.Y. = 247 C.Y STORAGE CAPACITY REQUIRED.

SILT FENCE STORAGE AVAILABLE = 975 LF X .17 C.Y./LF = 166 C.Y.

TEMPORARY SEDIMENT BASIN STORAGE AVAILABLE = 536 C.Y.

TOTAL AVAILABLE SEDIMENT STORAGE = 783 C.Y.

PPC SECTION

SILT STORAGE CALCULATION

ESTIMATED EROSION = 0.56 AC. X 67 C.Y. = 37 C.Y STORAGE CAPACITY REQUIRED.

SILT FENCE STORAGE AVAILABLE = 385 LF X .17 C.Y./LF = 65 C.Y.

TEMPORARY SEDIMENT BASIN STORAGE AVAILABLE = NOT REQUIRED

TOTAL AVAILABLE SEDIMENT STORAGE = 65 C.Y.

COLUMBARIUM SECTION

NOTES:

1. IN LOCATIONS THE LIMITS OF DISTURBANCE

IS NOT SHOW THE SILT FENCE SHOWN IS THE

LIMITS OF DISTURBANCE.

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INEER

03/31/2023

AutoCAD SHX Text 55+00.00

AutoCAD SHX Text

AutoCAD SHX Text co

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text co

AutoCAD SHX Text

AutoCAD SHX Text P

AutoCAD SHX Text I

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text

BFP

AutoCAD SHX Text P

AutoCAD SHX Text co

AutoCAD SHX Text STUB OUT 6.1 L.F. of 2 - 51 1/8" x 31 5/16" R.C.P.A. @ 0.5% w/ P.C.E.S.

AutoCAD SHX Text

EXISTING POND

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

56 Louis Prima Drive, Suite B, Covington, LA 70433 720.491.7559; Sean Fitzpatrick

FORT SILL NATIONAL CEMETERY

GRAVESITE EXPANSION

Fort Sill, OK

920CM3005

N/A Project Director

03/31/2023Revisions: Date:

DJ Junio, PE Design and Construction Service, NCA

Phone: 202.213.5171 Email: dimasalang.junio@va.gov Sheet of 41

VCI Project Management Construction Management Engineering

SFTM

FINAL EROSION AND

SEDIMENTATION CONTROL

PLAN

C-104

KEYED NOTESKEYED NOTES

1. 20' X 50' STABILIZED STONE CONSTRUCTION

ENTRANCE, DETAIL B2/C-504.

2. CONCRETE WASHOUT AREA, DETAIL B7/C-504.

3. DISTURBED AREAS TO BE STABILIZED WITH

PERMANENT GRASSING, REFERENCE

LANDSCAPE SHEETS.

4. SILT FENCE, DETAIL B5/C-504.

5. SILT FENCE IS TO BE INSTALLED ALONG THE

PERIMETER OF ALL STAGING AREAS AND

HAUL ROADS.

6. CURB INLET PROTECTION, DETAIL D9/C-504 .

7. INLET PROTECTION, DETAIL D4/C-504.

8. STORM DRAIN OUTLET PROTECTION, DETAIL

D6/C-504.

KEYED NOTES

LEGEND AND SYMBOLS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING 6" UNDERDRAIN

CONSTRUCTION ENTRANCE

CONCRETE WASHOUT AREA

0 100 200

1 INCH = 100 FEET

SILT FENCING

STORM WATER PIPING

STORM WATER BOX

NOTES:

1. IN LOCATIONS WHERE THE LIMITS OF

DISTURBANCE IS NOT SHOW THE SILT FENCE

SHOWN IS THE LIMITS OF DISTURBANCE.

MINOR CONTOUR

MAJOR CONTOUR

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INEER

03/31/2023

AutoCAD SHX Text

AutoCAD SHX Text co

AutoCAD SHX Text

AutoCAD SHX Text co

AutoCAD SHX Text

AutoCAD SHX Text P

AutoCAD SHX Text I

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text

BFP

AutoCAD SHX Text P

AutoCAD SHX Text STUB OUT 6.1 L.F. of 2 - 51 1/8" x 31 5/16" R.C.P.A. @ 0.5% w/ P.C.E.S.

AutoCAD SHX Text

139 LF 36" HDPE @ 0.50%

84 LF 36" H

DPE @ 6.16%

29 LF 36" HDPE @ 0.50%

21 LF 36" HDPE @ 0.50%

83 LF 36" H

DPE @

6.43%

15 LF 18" HDPE @ 1.00%

13 LF 18" HDPE @ 1.00%

148 LF 36" HDPE @ 0.50%

12 LF 18" HDPE @ 2.00%

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

56 Louis Prima Drive, Suite B, Covington, LA 70433 720.491.7559; Sean Fitzpatrick

FORT SILL NATIONAL CEMETERY

GRAVESITE EXPANSION

Fort Sill, OK

920CM3005

N/A Project Director

03/31/2023Revisions: Date:

DJ Junio, PE Design and Construction Service, NCA

Phone: 202.213.5171 Email: dimasalang.junio@va.gov Sheet of 41

VCI Project Management Construction Management Engineering

SFTM

DRAINAGE PROFILES - PRE

PLACED CRYPTS

C-201

GRATE INLET NOTES

1. ALL EXPOSED CORNERS TO HAVE 3/4" CHAMFER.

2. ALL REINFORCEMENT BARS SHALL BE GRADE 60 AND SHALL HAVE A MINIMUM 2" COVER UNLESS OTHERWISE NOTED.

3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 p.s.i. -TOP 18" SHALL BE CAST-IN-PLACE.

4. INVERTS SHALL BE POURED MONOLITHICALLY WITH FOOTING.

5. REINFORCING BARS SHALL BE CUT TO CLEAR PIPE BY 2".

6. STEPS ARE REQUIRED IN STORM DRAIN MANHOLES THAT ARE AT 5 FT OF DEPTH AND GREATER (FROM INVERT TO RIM).

#4 DIAGONALS

AROUND FRAME

5'-0"4'-0"

5'-0"

6"6" 4'-0"

PROVIDE

KEYWAY

#4 @ 9" O.C.

BOTH WAYS

VARIES

CLR.

PIPE WALL THICKNESS

PLUS 6"

#4 @ 9" O.C.

BOTH WAYS STEPS

SEE REINFORCING TABLE

FOR SIZE AND SPACING

SIZE PER TABLE

(4' MIN.)

REFER TO TABLE

FOR WALL THICKNESS

#4 DOWELS-SPACING

TO MATCH TOP SLAB

REINFORCING

16"

2" CLR.

TOP SLAB REINFORCEMENT

PER STRUCTURE SIZE &

REINFORCING TABLE

PROVIDE EAST JORDAN IRON

WORKS 8315Z 3815M ASSEMBLY

OR APPROVED EQUAL

6" TYP

PROVIDE

KEYWAY

6" MIN. 6" MIN.

5' MIN.

4' MIN.

#4 DIAGONALS

AROUND FRAME

#4 @ 9" O.C.

BOTH WAYS

VARIES

2" CLR.

CLR.

PIPE WALL THICKNESS

PLUS 6"

#4 @ 9" O.C.

BOTH WAYS STEPS

SEE REINFORCING TABLE

FOR SIZE AND SPACING

SIZE PER TABLE

(4' MIN.)

REFER TO TABLE

FOR WALL THICKNESS

#4 DOWELS-SPACING

TO MATCH TOP SLAB

REINFORCING

16"

2" CLR.

TOP SLAB REINFORCEMENT

PER STRUCTURE SIZE &

REINFORCING TABLE

6" TYP.

JUNCTION BOX NOTES

1. ALL EXPOSED CORNERS TO HAVE 3/4" CHAMFER.

2. ALL REINFORCEMENT BARS SHALL BE GRADE 60 AND SHALL HAVE A MINIMUM…

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