Fort Gibson Bid Package - Full Package.pdf

© 2023 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 TomTom

2'X6" TOE WALL

10" P.V.C.FL: 574.93'

BOX CULVERTFL (N): 574.94'FL (S): 574.90'BOX CULVERTFL(N): 575.06'FL(S): 575.10'

CONCRETEPAD

CONCRETEPAD

IRRIGATION VALVEG3 VAULTIRRIGATION VALVEG2 VAULTIRRIGATION VALVEG1 VAULT

CONCRETE PAD24" ELLIPTICAL R.C.P.FL: 577.99'

15" R.C.P.FL: 576.96'

INLETRIM:582.57'FL:577.90'

GRID MONUMENTELEV: 581.82'

GRIDMONUMENT28-AELEV:582.79'GRIDMONUMENT6M-AELEV:560.57'

24' WIDE ASPHALT ROADW/CURB

BURIAL SECTION SIGN

21B MARKERELEV: 557.95'

CONCRETE

Benchmark TablePoint #336 Northing304084.1826 Easting2790091.5841 DescriptionBM X ON HDWALL 577.42 Elevation577.42

6"TREE

8" CEDARTREE 12"CEDARTREE

8"CEDARTREE

14"OAKTREE TWIN8" OAKTREES14"OAKTREE10"CEDARTREE

18"CEDARTREE 12"CEDARTREE

15" OAKTREE 15" OAKTREE

2'

24.00'

1.TOPOGRAPHIC INFORMATION PROVIDED BY SURVEY PERFORMED BY ATC DESIGN GROUPDATED MAY 26, 2021. THE GENERAL CONTRACTOR SHALL VERIFY ALL SURVEYINFORMATION.2.THE BASIS OF BEARINGS FOR THE SURVEY IS THE CALIFORNIA COORDINATE SYSTEM,ZONE 5 CCS83 (2017.5 EPOCH) AS DETERMINED LOCALLY BY FIELD OBSERVED TIES TOCONTINUOUS OPERATING REFERENCE STATION (CORS) "BLSA" HAVING A CALIFORNIACOORDINATE VALUE OF 1ST ORDER ACCURACY OR BETTER.3.THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLEINFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACTLOCATION OF ALL UTILITIES PRIOR TO BEGINNING ANY WORK. IF UTILITIES OTHER THANTHOSE SHOWN HEREON ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE CORIMMEDIATELY AND TAKE APPROPRIATE MEASURES TO PROTECT THE LINE(S) ANDENSURE CONTINUED SERVICE. DAMAGE CAUSED TO EXISTING UTILITIES BY THECONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TOTHE OWNER. THE CONTRACTOR SHALL VERIFY THE CONNECTION POINTS OF NEWUTILITIES TO EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION.4.THE CONTRACTOR SHALL INSTALL TREE PROTECTION BARRICADES PRIOR TO BEGINNINGEARTHWORK OPERATIONS.5.THE CONTRACTOR SHALL NOTIFY THE COR IF UNSUITABLE MATERIAL IS DISCOVEREDPRIOR TO BEGINNING ANY REMOVAL OPERATION. (SEE SPECIFICATION SECTION 31.20.00)6.THE CONTRACTOR SHALL STABILIZE ALL DISTURBED AREA WITH SOD OR MULCH, NOTSHOWN FOR ASPHALT OR CONCRETE, WITHIN LIMITS OF DEMOLITION AND PROPOSEDWORK. THIS INCLUDES STAGING AREA AND LAYDOWN AREAS.7.CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO DRAIN FOR POSITIVE FLOWPRIOR TO FINAL APPROVAL.8.THE DESIGN ADEQUACY AND SAFETY OF ALL BRACING, SHORING AND TEMPORARYSUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.9.IN PERFORMING CONSTRUCTION OBSERVATION VISITS TO THE JOB SITE, THE ENGINEERSHALL HAVE NEITHER CONTROL OVER NOR RESPONSIBILITY FOR THE CONTRACTOR'SMEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES IN PERFORMING THEWORK.10.THE CONTRACTOR'S MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES INPERFORMING THE WORK IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR, WHO ISALSO RESPONSIBLE FOR COMPLYING WITH ALL HEALTH AND SAFETY PRECAUTIONS ASREQUIRED BY ANY REGULATORY AGENCY.11.THERE SHALL BE AT ALL TIMES, WHEN WORK IS BEING DONE, A COMPETENT PERSONWHO 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 OFTHE CONTRACTOR. HE SHALL BE AWARE AND KNOWLEDGEABLE OF ALL THE SAFETYCONCERNS ON THE JOB SITE. HE SHALL BE EMPOWERED TO IMMEDIATELY ANDEFFECTIVELY MITIGATE THE ACTIONS OF ANY WORKMAN ON SITE.12.CONTRACTOR SHALL PREPARE AND SUBMIT A WELDING PLAN TO THE COR PRIOR TOPERFORMING ANY FIELD WELDING SHOULD IT BE REQUIRED. FOLLOWING APPROVAL ALLWELDS SHALL BE PERFORMED IN ACCORDANCE WITH THE APPROVED PLAN. CONCRETE PAD

24" ELLIPTICAL R.C.P.FL: 577.44'

RIP-RAP

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

SUBMITTAL

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FORT GIBSON NATIONAL CEMETERY

CONSTRUCT COLUMBARIA

Fort Gibson, OK

844CM3025

N/A Project Director

7/14/2023Revisions: Date:

Dimasalang Junio Department of Veterans Affairs, NCA

Phone: 202.213.5171 Email: dimasalang.junio@va.gov Sheet of 58

VCI Project Management Construction Management Engineering1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

720.491.7559; Sean Fitzpatrick

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433

G-001

COVERSHEET

SITE LOCATION MAP

SCALE: NTS N

SHEET INDEX

SHEET

NO.

DRAWING

NO. SHEET TITLE

1 G-001 COVERSHEET

JVSF

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 (COLUMBARIUM WALLS). 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

COLUMBARIUM WALLS. ALL EFFORT WILL BE MADE TO MAINTAIN DISTANCE

FROM OCCUPIED COLUMBARIUM WALLS.

1. TOPOGRAPHIC INFORMATION PROVIDED BY SURVEY PERFORMED BY GREEN COUNTRY SURVEYING. THE GENERAL

CONTRACTOR SHALL VERIFY ALL SURVEY INFORMATION.

2. THE BASIS OF BEARINGS FOR THE SURVEY IS THE OKLAHOMA COORDINATE SYSTEM, AS DETERMINED LOCALLY BY FIELD OBSERVED TIES TO CONTINUOUS OPERATING REFERENCE STATION (CORS) "BLSA" HAVING A OKLAHOMA COORDINATE

VALUE OF 1ST ORDER ACCURACY OR BETTER.

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 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. THIS INCLUDES STAGING AREA AND LAYDOWN AREAS.

7. CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO DRAIN WITH 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.

12. THE CONTRACTOR SHALL PREPARE A STORMWATER POLLUTION PREVENTION PLAN AND OTHER REQUIRED DOCUMENTATION FOR THIS PROJECT. THE PLANS SHALL INCLUDE THE MINIMUM SWPPP REQUIREMENTS AND BMP COMPONENTS CONSIDERED NECESSARY FOR COMPLIANCE. THE CONTRACTOR SHALL PERFORM THE WORK IN COMPLIANCE WITH STATE OF OKLAHOMA

SURFACE WATER QUALITY REQUIREMENTS AND THE GENERAL PERMIT CONDITIONS.

13. CONTRACTOR SHALL PREPARE AND SUBMIT A WELDING PLAN TO THE COR PRIOR TO PERFORMING ANY FIELD WELDING SHOULD IT BE REQUIRED. FOLLOWING APPROVAL ALL WELDS SHALL BE PERFORMED IN ACCORDANCE WITH THE APPROVED

PLAN.

GENERAL NOTESPROJECT TEAM

ARCHITECT / ENGINEER

VALI COOPER INTERNATIONAL, LLC

COVINGTON, LA 70433

CONTACT: SEAN FITZPATRICK

SEAN@VALIINT.COM

504-378-7399

LANDSCAPE ARCHITECT

PLAND COLLABORATIVE

ALBUQUERQUE, NM 87102

CONTACT: BRIAN VERARDO

BVERARDO@PLANDCOLLAB.COM

505-268-2266

SITE OWNER

VA NCA

FORT GIBSON NATIONAL CEMETERY

CONTACT: DAVID VAN METER

DAVID.VANMETER2@VA.GOV

918-478-2334

STRUCTURAL ENGINEER

DCI ENGINEERS

CONTACT: NOLAN LENAHAN

NLENAHAN@DCI-ENGINEERS.COM

213-298-3720

ELECTRICAL ENGINEER

JD ENGINEERING

CONTACT: SCOTT TURNER

SCOTT@JDENG.ORG

406-363-9022

VA COR

DIMASALANG JUNIO

DIMASALANG.JUNIO@VA.GOV

202.213.5171

FIRM PANEL

SCALE: NTS N

G-101 CONSTRUCTION ACCESS, STAGING & FENCING PLAN

V-101

CG101

FORT GIBSON NC

TOPOGRAPHIC SURVEY

EROSION & SEDIMENTATION CONTROL PLANS

CD101 DEMOLITION PLAN

C-101 SITE PLAN

C-102 HORIZONTAL CONTROL & JOINTING PLAN

C-103 GRADING & COLUMBARIUM FOUNDATION ELEVATION PLAN

C-201 DRAINAGE PLAN & PROFILE

C-501 DETAILS - SITE

C-104 DRAINAGE IMPROVEMENTS

DEPARTMENT OF VETERANS AFFAIRS

FORT GIBSON NATIONAL CEMETERY

CONSTRUCT COLUMBARIA PHASE II

PROJECT NO. 844CM3025

1423 CEMETERY ROAD, FORT GIBSON, OK 74434

MUSKOGEE

OKLAHOMA

ADMINISTRATION BUILDING

COLUMBARIUM EXPANSION

DRAINAGE IMPROVEMENTS

MAINTENANCE BUILDING

FORT GIBSON NC

C-502 DETAILS - SITE

C-503

DETAILS - SITE, CMU WALL REPAIRS & STORAGE BIN ROOF REPAIRS.C-504

DETAILS - EROSION & SEDIMENTATION

LD101 IRRIGATION DEMOLITION PLAN

LI101 IRRIGATION PLAN-BASE BID

LI501

LI502

IRRIGATION & PLANTING DETAILS

LP101 PLANTING PLAN - BASE BID

A-101 COLUMBARIUM PLAZA PLAN

A-201 COLUMBARIUM ELEVATIONS & CAP PLANS

A-501 COLUMBARIUM SECTIONS & DETAILS

A-503 COLUMBARIUM DETAILS

A-504 SITE DETAILS

A-502 COLUMBARIUM NUMBERING PLAN & DETAILS

S-001 GENERAL NOTES

S-002 GENERAL NOTES

S-003 GENERAL NOTES

S-101 COLUMBARIUM PLAN

S-102 STORAGE BIN FOUNDATION PLAN & CMU WALL REPAIR

S-103 S-501

STORAGE BIN ROOF FRAMING PLAN

STORAGE BIN AND COLUMBARIUM DETAILS

E-001 ELECTRICAL SYMBOLS - MAINTENANCE BUILDING (FOR REFERENCE)

E-002 ELECTRICAL SYMBOLS - ADMINISTRATION BUILDING (FOR REFERENCE)

EL101 LIGHTING FLOOR PLAN - MAINTENANCE BUILDING

EP101 POWER PLAN - MAINTENANCE BUILDING (FOR REFERENCE)

EL601 LIGHTING SCHEDULE - MAINTENANCE BUILDING

EL102 LIGHTING FLOOR PLAN - ADMINISTRATION BUILDING

EL602 PANEL SCHEDULE - MAINTENANCE BUILDING

EL603 LIGHTING & PANEL SCHEDULE - ADMINISTRATION BUILDING

M-001 MECHANICAL SYMBOLS & ABBREVIATIONS

M-101 MECHANICAL & PLUMBING PLANS

M-501 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

IRRIGATION & PLANTING DETAILS

BURIAL SUMMARY

BASE BID (960 TOTAL NICHES)

· 3 DOUBLE SIDED WALLS, 32 WIDE, 5 HIGH - 960

BID OPTION 1 (920 TOTAL NICHES)

· 2 DOUBLE SIDED WALLS, 32 WIDE, 5 HIGH - 640

· 1 DOUBLE SIDED WALL, 28 WIDE, 5 HIGH - 280

BID OPTION 2 (920 TOTAL NICHES)

· 2 DOUBLE SIDED WALLS, 32 WIDE, 5 HIGH - 640

· 1 DOUBLE SIDED WALL, 20 WIDE, 5 HIGH - 200

· 1 DOUBLE SIDED WALL, 8 WIDE, 5 HIGH - 80

NON-HIGHLIGHTED

WORK IS BASE BID

OPTION 1

COLUMBARIUM

OPTION 2

COLUMBARIUM

BID OPTION NOTES:

1. CONTRACTOR SHALL INSTALL AND CONNECT THE YARD INLETS TO DRAINAGE RUN 3 WITHIN THE

LANDSCAPE PLANTERS AS A PART OF THE BASE BID.

2. CONTRACTOR SHALL STUB OUT AND CAP ALL FUTURE COLUMBARIUM DRAINS ALONG DRAINAGE RUN

3 FOR FUTURE CONNECTIONS SHOULD OPTION 1 AND/OR OPTION 2 NOT BE EXECUTED.

3. SHOULD BID OPTION 1 OR 2 NOT BE EXECUTED AS A PART OF THE CONTRACT, THE CONTRACTOR

SHALL:

3.1. GRADE OPTIONS 1 & 2 ACCORDING TO THE GRADING PLANS.

3.2. INSTALL LANDSCAPING AND IRRIGATION PER OPTION 1 AND/OR OPTION 2 AS DESCRIBED IN THE

CONSTRUCTION PLANS

LI102 IRRIGATION PLAN-BID OPTION 1

LI103 IRRIGATION PLAN-BID OPTION 2

LP102 PLANTING PLAN - BID OPTION 1

LP103 PLANTING PLAN - BID OPTION 2

C-105 SUBSURFACE STABILIZATION

DETAILS - SITE

C-505

TD101

T-101 T-102

TD102

T-103 T-104

DEMOLITION PLAN TELECOMMUNICATIONS - MAINTENANCE BUILDING

DETAILS FOR 12RU SECONDARY ENCLOSURE

BONDING FOR COMMUNICATION

WALL-MOUNT CABINET SPECIFICATIONST-105

DEMOLITION PLAN TELECOMMUNICATIONS - ADMINISTRATION BUILDING

TELECOMMUNICATIONS PLAN - MAINTENANCE BUILDING

TELECOMMUNICATIONS PLAN- ADMINISTRATION BUILDING

A-202 EXISTING COLUMBARIUM COLUMN THIN BRICK COVER

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INEER

07/14/2023

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CROPLINE

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CROPLINE

AutoCAD SHX Text

CROPLINE

AutoCAD SHX Text

CROPLINE

AutoCAD SHX Text

CROPLINE

AutoCAD SHX Text

CROPLINE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

SUBMITTAL

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FORT GIBSON NATIONAL CEMETERY

CONSTRUCT COLUMBARIA

Fort Gibson, OK

844CM3025

N/A Project Director

7/14/2023Revisions: Date:

Dimasalang Junio Department of Veterans Affairs, NCA

Phone: 202.213.5171 Email: dimasalang.junio@va.gov Sheet of 58

VCI Project Management Construction Management Engineering1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

720.491.7559; Sean Fitzpatrick

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433

0 0 0

ON SAFETY

ZERO

Department of Veterans Affairs

PAINTED BORDER

MEMBER BLACK ENAMEL

2" X 4" FRAME AND BRACES

IN SAME PLANE

METAL FACE

STRETCH METAL FACE

TIGHT, TURN OVER FRAME

AND SECURE WITH FLAT

HEAD DEFORMED NAILS

LETTERING TO BE

HELVETICA STYLE 5"

HIGH

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"

6"

1-1/2" 3" 5" 2" 5" 5" 3" 2"

1-1/2"

4'-0" MIN.

3"

6"

9"

6"

3" 2" 3"

6"

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

4'-0"

BRACING

3'-0"

VARIES

3'-0"

BLUE

BLUE OUTLINE WITH

WHITE INTERIOR

BLUE

WHITE

RED

RED

2"

2"

PROVIDE (3) SETS OF

REMOVABLE NUMERALS

PAINTED ON 1/8" TEMPERED

HARDBOARD

2"

1-3/4"

2"

WOOD STRIPS

BRACING

4" X 4" POST IF SIGN IS

INSTALLED ON GRADE

FIN. GRADE

SCALE: NTS

SAFETY SIGNC8

SCALE: NTS

PROJECT SIGNF8

VARIES;

AVERAGE 3'-0"

LEGEND AND SYMBOLS

CONSTRUCTION STAGING AREA

PROJECT & SAFETY SIGNAGE

CONSTRUCTION FENCE

ACCESS / HAUL ROUTE

CONSTRUCTION ACCESS,

STAGING & FENCING PLAN

G-101

50'x50' CONSTRUCTION STAGING

AREA, COORDINATE FINAL

LOCATION WITH CEMETERY STAFF

CONSTRUCTION

FENCING WITH

PRIVACY FABRIC AND

LOCKABLE GATE

PROJECT SIGN;

SEE DETAIL

F8/G-101

SAFETY SIGN;

SEE DETAIL

C8/G-101

CONSTRUCTION

FENCE 200'x85', SEE SHEET CG101

CONTRACTOR SHALL PROVIDE 250 L.F.

OF CONSTRUCTION FENCING WITH

PRIVACY FABRIC AND A LOCKABLE GATE

FOR CEMETERY SPOILS STORAGE

DURING CONSTRUCTION. CONTRACTOR

SHALL INSTALL SILT FENCING ON THE

INSIDE OF THE FENCING AS NEEDED

FOR EROSION CONTROL.

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INEER

07/14/2023

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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

AutoCAD SHX Text in

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DEPARTMENT OF

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VETERANS AFFAIRS

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FT GIBSON NATIONAL CEMETERY

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COLUMBARIUM BURIAL EXPANSION

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

AutoCAD SHX Text

GENERAL CONTRACTOR: : NAME: LOCATION:

ARCHITECT/ENGINEER: : NAME: LOCATION:

YIELD

10" P.V.C.

FL: 574.93'

BOX CULVERT

FL (N): 574.94'

FL (S): 574.90'

BOX CULVERT

FL(N): 575.06'

FL(S): 575.10'

CONCRETE

PAD

CONCRETE

PAD

IRRIGATION VALVE

G3 VAULT

IRRIGATION VALVE

G2 VAULTIRRIGATION VALVE

G1 VAULT

CONCRETE PAD

24" ELLIPTICAL R.C.P.

FL: 577.99'

15" R.C.P.

FL: 576.96'

INLET

RIM:

582.57'

FL:

577.90'

GRID MONUMENT

ELEV: 581.82'

GRID

MONUMENT

28-A

ELEV:

582.79'

GRID

MONUMENT

6M-A

ELEV:

560.57'

24' WIDE ASPHALT ROAD

W/CURB

BURIAL SECTION SIGN

21B MARKER

ELEV: 557.95'

579580

578 577

576 577

CONCRETE

Benchmark Table

Point #

Northing

304084.1826

Easting

2790091.5841

Description

BM X ON HDWALL 577.42

Elevation

577.42

6"

TREE

8" CEDAR

TREE

12"

CEDAR

TREE

8"

CEDAR

TREE

14"

OAK

TREE TWIN

8" OAK

TREES

14"

OAK

TREE

10"

CEDAR

TREE

18"

CEDAR

TREE

12"

CEDAR

TREE

15" OAK

TREE 15" OAK

TREE

N83° 06' 01"W 209.88'

L = 102.95'

R = 103.00 '

N37 ° 3

7'

"E

.00

S6 ° 5

1'

3" W

.4

2'

L

75.29'

R

50.00 '

N86° 51' 57"W 42.01'L = 29.13'

R = 100.00'

S76° 26' 44"W42.65'

L = 35.37'

R = 100.00 '

2'

24.00'

CONCRETE PAD

24" ELLIPTICAL R.C.P.

FL: 577.44'

RIP-RAP

TOPOGRAPHIC SURVEY

V-101

SF JV

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

SUBMITTAL

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FORT GIBSON NATIONAL CEMETERY

CONSTRUCT COLUMBARIA

Fort Gibson, OK

844CM3025

N/A Project Director

7/14/2023Revisions: Date:

Dimasalang Junio Department of Veterans Affairs, NCA

Phone: 202.213.5171 Email: dimasalang.junio@va.gov Sheet of 58

VCI Project Management Construction Management Engineering1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

720.491.7559; Sean Fitzpatrick

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433

N

1"=10'

GRAPHIC SCALE - FEET

20100 5

NOTE:

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

07/14/2023

AutoCAD SHX Text

- TREES OF VARYING SIZES - WATER VAULT - IRRIGATION VALVE - YIELD SIGN - GRID MONUMENT

AutoCAD SHX Text NO EASEMENTS WERE SUPPLIED, RESEARCHED, OR ADDRESSED AS PART OF THIS SURVEY AND PLAT. ELEVATIONS ARE BASED ON BENCHMARK IN HEADWALL AT ELEVATION OF 577.42'.

AutoCAD SHX Text

WV

AutoCAD SHX Text

IV

AutoCAD SHX Text CERTIFICATION I, Kody Couch, the undersigned, a duly Registered Professional Land Surveyor, R.P.L.S.#2032, in the State of Oklahoma do hereby certify that a careful and accurate survey of the described property was made under my supervision to the best of my knowledge and the accompanying plat is a true and accurate representation of the same. This plat survey meets the Oklahoma Minimum Standards for the practice of Land Surveying as adopted by the Oklahoma State Board of Registration for Professional Engineers and Land Surveyors. The word certify or certificate as shown and used hereon means an expression of professional opinion regarding facts of the survey and does not constitute a warranty or guarantee, expressed or implied. Witness my hand and seal this 28th day of February, 28th day of February, th day of February, February, , 2023. . ___________________________________________________________ Kody Couch, R.P.L.S. #2032 C.A.#2425 6/30/'24 Copyright 20236/30/'24 Copyright 2023

AutoCAD SHX Text I hereby certify that all information indicated on this drawing was obtained or verified by actual measurements in the field, and that every effort has been made to furnish complete and accurate information.

EROSION & SEDIMENTATION

CONTROL PLANS

CG101

KEYED NOTES

LEGEND AND SYMBOLS

SF JV

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

SUBMITTAL

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FORT GIBSON NATIONAL CEMETERY

CONSTRUCT COLUMBARIA

Fort Gibson, OK

844CM3025

N/A Project Director

7/14/2023Revisions: Date:

Dimasalang Junio Department of Veterans Affairs, NCA

Phone: 202.213.5171 Email: dimasalang.junio@va.gov Sheet of 58

VCI Project Management Construction Management Engineering1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

720.491.7559; Sean Fitzpatrick

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

0 10 20

1 INCH = 10 FEET

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

SILT FENCING

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

LIMITS OF DISTURBANCE

INLET PROTECTION

EROSION CONTROL NOTES:

1. CONCRETE WASHOUT AREA TO BE LOCATED AT THE STAGING AREA, SEE

DETAILS.

2. CONTRACTOR SHALL INSTALL A CONSTRUCTION ENTRANCE AT THE

COLUMBARIUM PRIOR TO CONSTRUCTION.

3. TEMPORARY EROSION CONTROL DEVICES SHOWN ON THE EROSION

PLANS WHICH INTERFERE WITH THE WORK SHALL BE RELOCATED OR

MODIFIED AS AND WHEN THE INSPECTOR SO DIRECTS AS THE WORK

PROGRESSES TO MEET "AS GRADED" CONDITIONS.

4. ALL LOOSE SOIL AND DEBRIS SHALL BE REMOVED FROM THE STREET

AREAS UPON STARTING OPERATIONS AND PERIODICALLY THEREAFTER

AS DIRECTED BY THE INSPECTOR AND AT THE END OF EVERY WORK DAY.

5. EXCEPT WHEN THE COR DIRECTS OTHERWISE, ALL DEVICES SHOWN

SHALL BE IN PLACE AT THE END OF EACH WORKING DAY.

1. INLET PROTECTION, SEE DETAIL B2/C-505.

2. SILT FENCE, SEE DETAIL D2/C-505.

3. CONSTRUCTION FENCING WITH PRIVACY FABRIC PER

SPECIFICATIONS.

4. SILT FENCE CHECK DAM, SEE DETAIL D6/C-505.

5. TREE PROTECTION, SEE DETAIL F5/C-505.

CONSTRUCTION FENCING

TREE PROTECTION

C D

C D

C D

CHECK DAMCD

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

07/14/2023

AutoCAD SHX Text

10" P.V.C.

FL: 574.93'

BOX CULVERT

FL (N): 574.94'

FL (S): 574.90'

BOX CULVERT

FL(N): 575.06'

FL(S): 575.10'

CONCRETE

PAD

CONCRETE

PAD

IRRIGATION VALVE

G3 VAULT

IRRIGATION VALVE

G2 VAULTIRRIGATION VALVE

G1 VAULT

CONCRETE PAD

24" ELLIPTICAL R.C.P.

FL: 577.99'

15" R.C.P.

FL: 576.96'

INLET

RIM:

582.57'

FL:

577.90'

GRID MONUMENT

ELEV: 581.82'

GRID

MONUMENT

28-A

ELEV:

582.79'

24' WIDE ASPHALT ROAD

W/CURB

BURIAL SECTION SIGN

21B MARKER

ELEV: 557.95'

579580

578 577

576 577

CONCRETE

6"

TREE

8" CEDAR

TREE

12"

CEDAR

TREE

8"

CEDAR

TREE

14"

OAK

TREE TWIN

8" OAK

TREES

14"

OAK

TREE

10"

CEDAR

TREE

18"

CEDAR

TREE

12"

CEDAR

TREE

15" OAK

TREE 15" OAK

TREE

N83° 06' 01"W 209.88'

L = 102.95'

R = 103.00 '

N37 ° 3

7'

"E

.00

S6 ° 5

1'

3" W

.4

2'

L

75.29'

R

50.00 '

N86° 51' 57"W 42.01'L = 29.13'

R = 100.00'

S76° 26' 44"W42.65'

L = 35.37'

R = 100.00'

2'

24.00'

CONCRETE PAD

24" ELLIPTICAL R.C.P.

FL: 577.44'

RIP-RAP

DEMOLITION PLAN

CD101

KEYED NOTES

LEGEND AND SYMBOLS

EX STORM DRAIN

EX CURB AND GUTTER

EX TREE

1. REMOVE EXISTING TREE, STUMP AND ASSOCIATED ROOT

MASS.

2. SAW CUT AND REMOVE EXISTING ASPHALT PAVING.

3. REMOVE EXISTING CURB AND GUTTER FROM JOINT TO

JOINT AS NEEDED FOR ADA RAMP INSTALLATION..

4. REMOVE & RELOCATE EXISTING BURIAL SECTION SIGN,

SEE SHEET A-101 FOR NEW LOCATION.

5. REMOVE AND REUSE EXISTING END SECTION, SEE

GENERAL NOTES BELOW.

6. REMOVE EXISTING ARMOR SHIELD BANK PROTECTION.

7. REMOVE PORTION OF 24" ELYPTICAL CONCRETE PIPE.

8. REMOVE EXISTING RIP-RAP, SEE GENERAL NOTES BELOW.

DEMO CONCRETE CURB

DEMO OAK TREE

DEMO ASPHALT PAVING

GENERAL NOTES:

1. CONTRACTOR SHALL REUSE THE THE EXISTING END

SECTION.

1.1. CONTRACTOR IS RESPONSIBLE FOR PRESERVING AND

PROTECTING THE EXISTING END SECTION.

1.2. SHOULD THE EXISTING END SECTION BE DAMAGED

DURING THE REMOVAL, TRANSPORTATION, STORAGE

OR RE-INSTALLATION, THE CONTRACTOR IS

RESPONSIBLE FOR REPLACEMENT.

1.3. SHOULD MODIFICATIONS TO THE EXISTING END

SECTION BE REQUIRED FOR RE-INSTALLATION, THE

CONTRACTOR SHALL SUBMIT AN RFI FOR APPROVAL

BY THE COR PRIOR TO MODIFICATIONS.

2. CONTRACTOR TO PROVIDE A FRESH SAW CUT PRIOR TO

PAVING.

3. CONTRACTOR SHALL RE-USE THE EXISTING RIP-RAP FOR

BANK STABILIZATION, SEE CIVIL SITE PLANS.

4. SEE LANDSCAPE PLANS FOR IRRIGATION DEMOLITION.

SF JV

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

SUBMITTAL

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FORT GIBSON NATIONAL CEMETERY

CONSTRUCT COLUMBARIA

Fort Gibson, OK

844CM3025

N/A Project Director

7/14/2023Revisions: Date:

Dimasalang Junio Department of Veterans Affairs, NCA

Phone: 202.213.5171 Email: dimasalang.junio@va.gov Sheet of 58

VCI Project Management Construction Management Engineering1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

720.491.7559; Sean Fitzpatrick

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

EX. CONTOUR MAJOR

EX. CONTOUR MINOR

SAW CUT ASPHALT

0 10 20

1 INCH = 10 FEET

±11'

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

07/14/2023

GRATED INLET 1

FLARED END SECTION

AREA DRAIN 2

AREA DRAIN 1

END SECTION

EX BOX CULVERT

SITE PLAN

C-101

KEYED NOTES

LEGEND AND SYMBOLS

GENERAL NOTES:

1. CONTRACTOR SHALL PROVIDE A FRESH SAW CUT PRIOR

TO PAVING.

2. BOLLARDS SHALL BE IN STALLED IN THE FOLLOWING WAY:

2.1. BOLLARDS ALONG THE NORTHERN PERIMETER SHALL

BE CENTERED ON COLUMBARIUM WALLS AND

LANDSCAPE PLANTERS.

2.2. BOLLARDS ALONG THE EASTERN PERIMETER SHALL

BE CENTERED ON THE END CAPS AND ONE PLACED

CENTERED ON THE COLUMBARIUM WALL.

2.3. BOLLARDS SHALL BE INSTALLED ONE (1) FOOT OFF OF

THE BACK OF CURB.

SF JV

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

SUBMITTAL

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FORT GIBSON NATIONAL CEMETERY

CONSTRUCT COLUMBARIA

Fort Gibson, OK

844CM3025

N/A Project Director

7/14/2023Revisions: Date:

Dimasalang Junio Department of Veterans Affairs, NCA

Phone: 202.213.5171 Email: dimasalang.junio@va.gov Sheet of 58

VCI Project Management Construction Management Engineering1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

720.491.7559; Sean Fitzpatrick

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

1. REMOVABLE BOLLARDS, SEE DETAIL F5/C-501 AND GENERAL NOTES

THIS SHEET.

2. CONCRETE SIDEWALK, SEE DETAIL B5/C-501.

3. GRATED INLET, SEE DETAIL B3/C-502.

4. LANDSCAPE PLANTER, SEE LANDSCAPE PLANS.

5. BENCH, SEE ARCHITECTURAL PLANS.

6. ADA RAMP, SEE DETAIL C9/C-501.

7. FLOWER WATER STATION, SEE ARCHITECTURAL PLANS.

8. SIGNAGE, SEE ARCHITECTURAL DETAILS.

9. ASPHALT PAVING, SEE DETAIL B2/C-501.

10. CURB TRANSITION, SEE DETAIL F9/C-501.

11. RIP RAP BANK STABILIZATION, SEE DETAIL E2/C-504.

EX TREE

ASPHALT PAVING

EX STORM DRAIN

EX CURB AND GUTTER

EX. CONTOUR MAJOR

EX. CONTOUR MINOR

CURB AND GUTTER

DRAINAGE INLET

BENCH

24" DRAINAGE PIPE

ADA RAMP W/ DETECTABLE WARNING

CONCRETE SIDEWALK

ARMOR SHIELD

4" PERFORATED DRAINAGE PIPE

4" SOLID DRAINAGE PIPE

8" DRAINAGE PIPE

0 10 20

1 INCH = 10 FEET

8.00'

6.00'

10.00' 6.00'

8.00'

1' TYP.

8.00'

32.64'

6.00'

TYP.

TYP.

TYP.

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

FLARED END SECTION

AREA DRAIN 2

AREA DRAIN 1

END SECTION

EX BOX CULVERT

EX TREE

DEMO ASPHALT PAVING

SF JV

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

SUBMITTAL

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FORT GIBSON NATIONAL CEMETERY

CONSTRUCT COLUMBARIA

Fort Gibson, OK

844CM3025

N/A Project Director

7/14/2023Revisions: Date:

Dimasalang Junio Department of Veterans Affairs, NCA

Phone: 202.213.5171 Email: dimasalang.junio@va.gov Sheet of 58

VCI Project Management Construction Management Engineering1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

720.491.7559; Sean Fitzpatrick

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433

HORIZONTAL CONTROL &

JOINTING PLAN

C-102

EX STORM DRAIN

EX CURB AND GUTTER

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

EX. CONTOUR MAJOR

EX. CONTOUR MINOR

KEYED NOTES

LEGEND AND SYMBOLS

1. EXPANSION JOINT, SEE DETAIL C2/C-501.

2. CONTRACTION JOINT, SEE DETAIL E2/C-501.

CONCRETE CURBING

CONCRETE SIDEWALK

DRAINAGE INLET

BENCH

DRAINAGE PIPE

SAW CUT

ADA RAMP W/ DETECTABLE WARNING

CONTROL JOINT

EXPANSION JOINT

0 10 20

1 INCH = 10 FEET

1TYP.

1TYP.

1TYP.

1TYP.

2TYP.

2TYP.

2TYP.

CONTROL POINT

EDGE OF FOOTING

CONTROL POINT

COLUMBARIUM

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

07/14/2023

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text

TYP. CONTROL POINT LOCATIONS

F7

-1 .7

-1.3% -1 .9

-0.2%

-2 .0

-0.3%

-1 .9

-0.4%

-1 .8

-0.7%

-0.9%

-1.9% -0.4%

-0.8%

FG: MATCH EX

FG: MATCH EX

FG: MATCH EX

FG:581.42

FG:581.74

FG:581.21

FG:580.90

FG:580.62

FG:581.22

FG:581.12

FG:580.33

FG:580.26

FG:580.92

FG:580.88

FG:580.48

TC:580.11

FL:580.07

EOP:580.09 TC:579.91

FL:579.87

EOP:587.89

FG: MATCH EX

FG: MATCH EX

TC:580.02

FL:579.98

EOP:580.00

FG: MATCH EX

579 580

FG:581.10

FG:581.06

FG:580.98

FG:580.93

FG:580.85

FG:580.80

FG:580.71

FG:580.68

FG:580.35

FG:580.33

FG:580.29

FG:580.26

FG:580.29

FG:580.32

FG:580.16

FG:580.14

FG:580.12

FG:580.10

FG:580.16

FG:580.15

FG:581.34

FG:581.29

FG:581.46

FG:581.43

FG:581.59

FG:581.53

FG:581.42

FG:581.35

FG:581.09

FG:581.07 FG:581.04

FG:581.03 FG:581.00

FG:580.98

FG:580.91

FG:580.90 FG:580.86

FG:580.85 FG:580.82

FG:580.80

GRADING & COLUMBARIUM

FOUNDATION ELEVATION

PLAN

C-103

LEGEND AND SYMBOLS

SF JV

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

SUBMITTAL

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FORT GIBSON NATIONAL CEMETERY

CONSTRUCT COLUMBARIA

Fort Gibson, OK

844CM3025

N/A Project Director

7/14/2023Revisions: Date:

Dimasalang Junio Department of Veterans Affairs, NCA

Phone: 202.213.5171 Email: dimasalang.junio@va.gov Sheet of 58

VCI Project Management Construction Management Engineering1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

720.491.7559; Sean Fitzpatrick

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

EX TREE

ASPHALT PAVING

EX STORM DRAIN

EX CURB AND GUTTER

EX. CONTOUR MAJOR

EX. CONTOUR MINOR

CURB AND GUTTER

DRAINAGE INLET

BENCH

24" DRAINAGE PIPE

ADA RAMP W/ DETECTABLE WARNING

4" PERFORATED DRAINAGE PIPE

4" SOLID DRAINAGE PIPE

8" DRAINAGE PIPE

ELEVATION LOCATION

EDGE OF FOOTING

ELEVATION LOCATION

SCALE: N.T.S.

TYP. ELEVATION LOCATIONSF2

COLUMBARIUM

FINISHED GRADEFG: 20.00

TOP OF CURBTC: 20.00

FLOWLINEFL: 20.00

EDGE OF PAVEMENTEOP: 20.00

SCALE: N.T.S.

TYP. BOTTOM OF FOOTNG ELEVATIONF6

BOTTOM OF FOOTING

0 10 20

1 INCH = 10 FEET

BO

F:

.7

BO

F:

.6

BO

F:

.7

BO

F:

.5

BO

F:

.2

BO

F:

.2

BO

F:

.1

BO

F:

.0

BO

F:

.0

BO

F:

.9

9 BOTTOM OF FOOTINGBOF: 20.00

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

DRAINAGE IMPROVEMENTS

C-104

LEGEND AND SYMBOLS

GENERAL NOTES:

1. CONTRACTOR SHALL LOWER THE GRATE TO AN

ELEVATION THAT MEETS THE GRADING REQUIREMENTS

DESCRIBED BELOW.

2. CONTRACTOR SHALL RE-GRADE A MINIMUM 10' DIAMETER

SWALE AT EACH GRATE INLET.

2.1. SWALE SHALL HAVE A MINIMUM OF 2% SLOPE

TOWARD DRAIN IN ALL DIRECTIONS WITHIN THE 10'

DIAMETER GRADING LIMITS.

2.2. GRATE SHALL BE A MINIMUM OF 4" BELOW THE

EXISTING ROAD.

3. ALL DISTURBED TURF SHALL BE SODDED.

4. ALL IRRIGATION HEADS WITHIN THE LIMITS OF

DISTURBANCE SHALL BE PRESERVED, PROTECTED AND

ADJUSTED TO FINAL GRADE.

SF JV

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

SUBMITTAL

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FORT GIBSON NATIONAL CEMETERY

CONSTRUCT COLUMBARIA

Fort Gibson, OK

844CM3025

N/A Project Director

7/14/2023Revisions: Date:

Dimasalang Junio Department of Veterans Affairs, NCA

Phone: 202.213.5171 Email: dimasalang.junio@va.gov Sheet of 58

VCI Project Management Construction Management Engineering1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

720.491.7559; Sean Fitzpatrick

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

EX TREE

EX STORM DRAIN

EX CURB AND GUTTER

EX. CONTOUR MAJOR

EX. CONTOUR MINOR

CURB AND GUTTER

DRAINAGE INLET

4" PERFORATED DRAINAGE PIPE

4" SOLID DRAINAGE PIPE

8" DRAINAGE PIPE

ADJUST RIM ELEVATION

ADJUST RIM ELEVATION

ADJUST RIM ELEVATIONADJUST RIM ELEVATION

ADJUST RIM ELEVATION

ADJUST RIM ELEVATION

SOD SHALL BE PLACED A MINIMUM OF 1" BELOW TOP OF ASPHLAT

EXISTING ROAD 4" MIN

NTS

EXISTING NLETE2

NTS

GRADING REQIREMENTSE5

10' DIAMETER

0 20 40

1 INCH = 20 FEET

10' DRAINAGE AREA

NTS

CONCRETE COLLARE9

12" MIN

6" MIN.

1/4" RADIUS AT

EDGES

CONCRETE PAVING PER SPECIFICATION

32 05 23. MEDIUM BROOM FINISH,

SLOPED TOWARD DRAIN.

GENERAL NOTES:

1. CONTRACTOR SHALL PLACE 5" OF

COMPACTED AGGREGATE BASE

BELOW CONCRETE PER

SPECIFICATIONS

2. CONTRACTOR SHALL SCARIFY AND

COMPACT SUBGRADE PER

SPECIFICATIONS

EXISTING INLET

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

07/14/2023

AutoCAD SHX Text

AutoCAD SHX Text 570.756

AutoCAD SHX Text

12" DECIDUOUS TREE

AutoCAD SHX Text

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AutoCAD SHX Text 4"-18"

AutoCAD SHX Text Variable Overall Height *(2)

AutoCAD SHX Text 12"

AutoCAD SHX Text Variable Invert Height

AutoCAD SHX Text 6" Minimum

AutoCAD SHX Text Install Earth Shield

AutoCAD SHX Text Type 125CR Waterstop

AutoCAD SHX Text Pedestrian H-10 Rated

AutoCAD SHX Text

EXIST. FLOWER WATERING STATION

EXIST. SWS

FLARED END SECTION

AREA DRAIN 2

AREA DRAIN 1

END SECTION

EX BOX CULVERT

SF JV

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

SUBMITTAL

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FORT GIBSON NATIONAL CEMETERY

CONSTRUCT COLUMBARIA

Fort Gibson, OK

844CM3025

N/A Project Director

7/14/2023Revisions: Date:

Dimasalang Junio Department of Veterans Affairs, NCA

Phone: 202.213.5171 Email: dimasalang.junio@va.gov Sheet of 58

VCI Project Management Construction Management Engineering1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

720.491.7559; Sean Fitzpatrick

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433

SUBSURFACE STABILIZATION

C-105

0 10 20

1 INCH = 10 FEET

RAMMED AGGREGATE PIER NOTES

PIER LOCATIONS SHOWN ON THE PLAN ARE

DIAGRAMATIC ONLY.

RAMMED AGGREGATE PIER SIZE AND SPACING TO

BE DESIGNED BY CONTRACTOR PER SPEC

SECTION 31 66 13.

RAMMED AGGREGATE PIERS ARE TO BE

DESIGNED AND INSTALLED TO SUPPORT BOTH

THE COLUMBARIUM UNITS AND THE PLAZA SLAB.

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

DRAINAGE RUN 1 PROFILE

VERT. SCALE: 1"=1'

HORIZ SCALE: 1"=10'

0+00

YIELD

GRATED INLET 1

FLARED END SECTION

STA:0+68

STA:0+00 AREA DRAIN 2

AREA DRAIN 1

END SECTION

STA:1+08

STA:0+00

STA:1+00

STA:0+97

STA:0+00

RIM:580.63

INV: 579.13

RIM:580.39

INV: 578.89

EX BOX CULVERT

DRAINAGE RUN 2 PROFILE

VERT. SCALE: 1"=1'

HORIZ SCALE: 1"=10'

0+00 1+00

2'X6" TOE WALL

DRAINAGE RUN 3 PROFILE

VERT. SCALE: 1"=1'

HORIZ SCALE: 1"=10'

0+00 1+00

SF JV

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

SUBMITTAL

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FORT GIBSON NATIONAL CEMETERY

CONSTRUCT COLUMBARIA

Fort Gibson, OK

844CM3025

N/A Project Director

7/14/2023Revisions: Date:

Dimasalang Junio Department of Veterans Affairs, NCA

Phone: 202.213.5171 Email: dimasalang.junio@va.gov Sheet of 58

VCI Project Management Construction Management Engineering1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

720.491.7559; Sean Fitzpatrick

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433

DRAINAGE PLAN & PROFILE

C-201

KEYED NOTES

LEGEND AND SYMBOLS

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

EX TREE

EX STORM DRAIN

EX CURB AND GUTTER

EX. CONTOUR MAJOR

EX. CONTOUR MINOR

CURB AND GUTTER

DRAINAGE INLET

CONCRETE CURBING

CONCRETE RIBBON CURB

CONCRETE SIDEWALK

24" DRAINAGE PIPE

CONTOUR MAJOR

CONTOUR MINOR

PIPE INVERTINV: 20.00

TOP OF RIMRIM: 20.00

4" PERFORATED PVC

4" SOLID PVC

8" PVC

CLEANOUT

1. 4" PERFORATED PVC.

2. 4" SOLID PVC.

3. 8" SOLID PVC.

4. TURF OR PLAZA CLEANOUT, SEE DETAIL B6/C-502.

5. GRAVEL STRIP CLEANOUT, SEE DETAIL B9/C-502.

6. GRATED INLET, SEE DETAIL B3/C-502.

7. YARD INLET, SEE DETAILC9/C-502.

8. FLARED END SECTION, SEE DETAIL F5/C-502.

9. OUTLET PROTECTION, SEE DETAIL E2/C-504

10. AREA DRAIN, SEE DETAIL E9/C-502 .

11. 36" HDPE, DRAINAGE RUN 1, SEE PROFILE BELOW.

12. 12'X3' BOX CULVERT, DRAINGE RUN 2, SEE PROFILE BELOW.

13. 12" PVC, DRAINAGE RUN 3, SEE PROFILE BELOW.

14. 8" PERFORATED PVC.

GENERAL NOTES:

1. ALL NON-PERFORATED PVC DRAINAGE PIPE SHALL

HAVE A MINIMUM SLOPE OF 0.5% EXCEPT WHERE

SHOWN.

2. CONTRACTOR SHALL REUSE THE EXISTING BOX

CULVERT END SECTION.

2 TYP.

5 TYP.

1 TYP.

0 10 20

1 INCH = 10 FEET

1 TYP.

5 TYP.

4 TYP.

TYP.

4 TYP.

1 TYP.

2 TYP.

2 TYP.

2 TYP.

1 TYP.

1 TYP.

1.0' TYP

1.5' TYP

1.5' TYP

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

SUBMITTAL

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FORT GIBSON NATIONAL CEMETERY

CONSTRUCT COLUMBARIA

Fort Gibson, OK

844CM3025

N/A Project Director

7/14/2023Revisions: Date:

Dimasalang Junio Department of Veterans Affairs, NCA

Phone: 202.213.5171 Email: dimasalang.junio@va.gov Sheet of 58

VCI Project Management Construction Management Engineering1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

720.491.7559; Sean Fitzpatrick

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433

DETAILS - SITE

C-501

SCALE: NTS

CONCRETE SIDEWALKB5

5.0' SEE PLANS

5.0'

6.

0'

24" ROLLED CURB

SIDE FLARESIDE FLARE

DETECTABLE

WARNING

SURFACE

8.

M

AX

ISOMETRIC VIEW

EXPANSION JOINT SHALL

BE PLACED AROUND THE

PERIMETER OF THE RAMP

SCALE: NTS

ADA RAMPC9

EXPANSION JOINT SHALL

BE PLACED AROUND THE

PERIMETER OF THE RAMP

SF JV

SCALE: NTS

ROADWAY CROSS SECTIONB2

9" SCARIFY AND COMPACT

SUBGRADE PER

SPECIFICATIONS

2" SURFACE COURSE COMPACTED

ASPHALT CONCRETE PER

SPECIFICATIONS

10" COMPACTED

AGGREGATE BASE

PER SPECIFICATIONS

2" BASE COURSE COMPACTED

ASPHALT CONCRETE PER

SPECIFICATIONS

TACK COAT

BETWEEN LIFTS

PRIME COAT

CONCRETE PAVING PER SPECIFICATION 32 05

23. MEDIUM BROOM FINISH.

5"

#4 REBAR @ 12" O.C. EACH WAY

AND MUST BE SUPPORTED ON

REINFORCEMENT BAR CHAIRS

WHEN INSTALLED

COMPACTED ENGINEERED FILL SHALL BE

USED TO BRING THE SITE TO FINAL GRADE.

COMPACT TO 95% OF THE MATERIALS

MODIFIED PROCTOR PER SPECIFICATIONS

6" MINIMUM OF COMPACTED

DRAINAGE FILL PER SPECIFICATIONS

GENERAL NOTES:

1. 1

4" RADIUS AT ALL EDGES

EXPANSION JOINT FILLER

WITH SEALANT

GENERAL NOTES:

1. JOINT SHALL TOOLED.

2. MAXIMUM JOINT SPACING SHALL BE 10' O.C.

3. JOINT DEPTH TO BE 1/4 OF PAVEMENT

THICKNESS

SCALE: NTS

CONTRACTION JOINT (TYP.)E2

SCALE: NTS

EXPANSION JOINT (TYP.)C2

#4 REBAR

CONTINUOUS

PAINT AND GREASE

END OF DOWELS

SMOOTH DOWEL 58" DIA.

@ 18" O.C. 5" 5"

TOOLED JOINT WITH 14" R

GENERAL NOTES:

1. INSTALL MASON SAND ON

TOP OF SEALANT BEFORE

SEALANT CURES.

2. ALL EXPANSION JOINTS ARE

TO HAVE A 1/4" TOOLED

RADIUS.

SEALANT IS TO BE ROUNDED AS SHOWN

CONCRETE

PAVEMENT

1/4" R

SCALE: NTS

CONSTRUCTION JOINT (TYP.)F2

PAINT AND GREASE

END OF DOWELS

SMOOTH

DOWEL 58" DIA.

5" 5"

GENERAL NOTES:

1. ALL CONSTRUCTION

JOINTS ARE TO HAVE A

1/4" TOOLED RADIUS.

1/4" R

NOTES:

SCALE: NTS

BOLLARDF5

PLAN VIEW ISOMETRIC VIEW

MOUNTING VIEW

n10-1/2"

30"

Ø10-1/2"

ACCESS PANEL

REMOVABLE TOP

TAMPER PROOF SET SCREWS

PIN WELDED TO BOTTOM OF BOLLARD

FITS INTO HOLE EMBEDDED PIPE SLEEVE

SO BOLLARD CANNOT SPIN.

18"

10-1/2"

3/4" ROD

2" TUBE

12" DIAMETER

24" MIN. DEPTH

#3 BARS, VERTICAL AND

CIRCULAR AS SHOWN.

11"

3"

2"

VALLEY GUTTER

TRANSITION

24"

PER PLAN

EX MOUNTABLE CURB

SCALE: NTS

CURB TRANSITION DETAILF9

C-501 D9

VALLEY GUTTER

24"

1/4" R1/4" R

10"

BASE THICKNESS EQUAL

TO ROAD BASE, SEE

DETAIL B2 THIS SHEET

C-501 B2

ROADWAY SECTION

CONCRETE PER PLAN

SCALE: NTS

VALLEY GUTTERD9

GENERAL NOTES:

1. CONTROL JOINTS CONSISTING

OF 1" DEEP SCORES SHALL BE

PLACED AT 10' INTERVALS O.C.

2. SLOPED PER ELEVATIONS

SHOWN ON GRADING PLAN.

2.0% 2.0%

CONCRETE PER

SPECIFICATION 32 05 23

SCALE: NTS

THICKENED EDGEC5

1/4" RADIUS AT

EDGES

CONCRETE PAVING PER SPECIFICATION 32 05

23. MEDIUM BROOM FINISH.

6"

4"

9" SCARIFY AND

COMPACT SUBGRADE

PER SPECIFICATIONS

10"

10"X10" THICKENED EDGE W/

(2) #4 BAR CONTINUOUS SEE

GENERAL NOTES.

10"

#4 @ 12" O.C. TO MATCH SLAB

REINFORCEMENT

GENERAL NOTES:

1. A THICKENED EDGE SHALL BE

PLACED IN THE FOLLOWING

LOCATIONS ONLY:

1.1. ALONG THE PERIMETER OF

THE VALLEY GUTTER.

1.2. AT THE ENTRANCE TO THE

MAINTENANCE FACILITY

ADJOINING THE ASPHALT

PAVING.

RAMMED AGGREGATE PIER.

SIZE AND SPACING TO BE

DESIGNED BY CONTRACTOR

PER SPECIFICATION 31 66 13.

9" SCARIFY AND COMPACT

SUBGRADE PER

SPECIFICATIONS

COMPACTED ENGINEERED FILL SHALL BE

USED TO BRING THE SITE TO FINAL GRADE.

COMPACT TO 95% OF THE MATERIALS

MODIFIED PROCTOR PER SPECIFICATIONS

6" MINIMUM OF COMPACTED #57

STONE PER SPECIFICATIONS

1. BOLLARD SHALL BE CANTERBURY 1890 - REMOVABLE MOUNTING - 30" HIGH, OR APPROVED EQUAL.

2. BOLLARDS SLEEVE SHALL BE EMBEDDED INTO CONCRETE PLAZA USING THE FOLLOWING METHODS

OR APPROVED ALTERNATIVE:

2.1. THICKENED FOOTER

2.2. SONO TUBE UNDERNEATH PLAZA SLAB (SHOWN)

PLAZA SLAB

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

07/14/2023

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 12"

12"

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

SUBMITTAL

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FORT GIBSON NATIONAL CEMETERY

CONSTRUCT COLUMBARIA

Fort Gibson, OK

844CM3025

N/A Project Director

7/14/2023Revisions: Date:

Dimasalang Junio Department of Veterans Affairs, NCA

Phone: 202.213.5171 Email: dimasalang.junio@va.gov Sheet of 58

VCI Project Management Construction Management Engineering1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

720.491.7559; Sean Fitzpatrick

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433

DETAILS - SITE

C-502

SCALE: NTS

CLEANOUT - TURF OR PLAZAB6

NTS

GRATED INLETB3

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.

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 3 FT OF DEPTH AND GREATER (FROM INVERT TO RIM).

6.1. STEPS WILL BE REINFORCED COPOLYMER POLYPROPYLENE PLASTIC STEPS 12" O.C. CONFORMING TO ASTM C478.

#5 DIAGONALS

AROUND FRAME

4'-0"

PROVIDE

KEYWAY

#5 @ 8" O.C.

BOTH WAYS

8"

#5 @ 8" O.C.

BOTH WAYS

SEE REINFORCING TABLE

FOR SIZE AND SPACING

#4 DOWELS-SPACING TO MATCH

TOP SLAB REINFORCING

LC

2" CLR.

PROVIDE EAST JORDAN IRON

WORKS 8315Z 3815M ASSEMBLY

OR APPROVED EQUAL

DIAMETER OF

OUTLET PIPE

30"

MIN. WALL

THICKNESS

6"

TOP CONCRETE SLAB

REINFORCING

# 5 @ 8" O.C. E.W.

INSIDE

DIMENSION

4'

8" TYP

PLUG END OF PIPE

UNLESS CONTINUOUS

WYE BRANCH

45° ELBOW

4" SOLID PVC.

1/2" EXPANSION JOINT

FILLER WITH SEALANT

SURFACE VARIES - FLUSH WITH TOP

OF PLAZA SLAB OR TURF. CONCRETE

EXTENDS IN PLAZA APPLICATION.

GRADE

FINISH BLOCK OF CONCRETE

12"x12"x8"

BRONZE COUNTERSUNK PLUG IN

PLAZA. PVC COUNTERSUNK

PLUG IN TURF.

PVC TRAP SCREW FERRULE

4 INCHES OF COMPACTED

DRAINAGE FILL -

SPEC SECTION 312000

CLEANOUT PLUG

(MALE PIPE THREAD) CLEANOUT ADAPTOR (FEMALE

PIPE THREAD)DECORATIVE GRAVEL

#57 STONE

INSTALL PLASTIC PLUG

W/ 'O' RING FOR END OF LINE

SECTION

4" 12" MIN.

4"Ø PERFORATED PVC

PVC WYE

FILTER FABRIC

SCALE: NTS

CLEANOUT - GRAVEL STRIPB9

NTS

STORM SEWER BEDDINGE2

STORM SEWER

PIPE

NOTES:

1. ALL TRENCH EXCAVATION SHALL

BE IN ACCORDANCE WITH OSHA

REQUIREMENTS.

2. FULL DEPTH ENGINEERED

BACKFILL REQUIRED UNDER ALL

CONCRETE AND ASPHALT

PAVEMENT.

COMPACTED BACKFILL,

SEE SPECIFICATION 31 20

00 FOR COMPACTION

REQUIREMENTS

FINISHED SURFACE VARIES, SEE PLANS

SF JV

REINFORCEMENT TABLE

NTS

YARD INLETC9

42" MIN.

36" MIN.

3" M

IN

3" MIN.

GENERAL NOTES:

1. CONCRETE SHALL BE 4,000 PSI.

NTS

FLARED END SECTIONF5

6" MIN WIDTH

8" MIN

PVC INLET & OUTLET ADAPTERS

SEE PLANS

GENERAL NOTES:

1. CONTRACTOR SHALL SCARIFY AND

COMPACT 12" OF SUBGRADE PER

SPECIFICATION 31 20 00.

COMPACTED BEDDING PER

SPECIFICATION 31 20 00

NYLOPLAST INLINE DRAIN,

MEETS H-20 TRAFFIC RATING.

*OR APPROVED EQUAL

12" MINIMUM

ADAPTER ANGLES

VARIABLE 0° - 360°

ACCORDING TO

PLANS

12" MIN WIDTH

8"

6"

12" MIN

SEE PLANS

PVC OUTLET ADAPTER GENERAL NOTES:

1. CONTRACTOR SHALL SCARIFY AND

COMPACT 12" OF SUBGRADE PER

SPECIFICATION 31 20 00.

2. CONTRACTOR SHALL BACKFILL WITH

DRAINAGE ROCK WRAPPED IN FILTER

FABRIC TO 12" ABOVE THE UPPER MOST

PIPE.

3. CONTRACTOR SHALL DRILL 12" DIAMETER

HOLES SPACED AT 9" O.C. IN A

CYLINDRICAL PATTERN FROM THE

BOTTOM OF THE STRUCTURE TO 6"

ABOVE THE UPPER MOST PIPE.

18" MINIMUM

NTS

AREA DRAINE9

24" INTEGRATED DUCTILE IRON FRAME

AND GRATE TO MATCH BASIN O.D.

12" INTEGRATED DUCTILE IRON FRAME

AND GRATE TO MATCH BASIN O.D.

NYLOPLAST DRAIN BASIN

MEETS H-20 TRAFFIC RATING.

*OR APPROVED EQUAL

1/2" WASHED DRAINAGE

ROCK WRAPPED IN 8 OZ NON

WOVEN FILTER FABRIC.

COMPACTED BEDDING PER

SPECIFICATION 31 20 00 6"

MIN. 6" MINIMUM

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

07/14/2023

AutoCAD SHX Text

%%UELEVATION

AutoCAD SHX Text

%%UPLAN VIEW

PLAN

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

SUBMITTAL

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FORT GIBSON NATIONAL CEMETERY

CONSTRUCT COLUMBARIA

Fort Gibson, OK

844CM3025

N/A Project Director

7/14/2023Revisions: Date:

Dimasalang Junio Department of Veterans Affairs, NCA

Phone: 202.213.5171 Email: dimasalang.junio@va.gov Sheet of 58

VCI Project Management Construction Management Engineering1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

720.491.7559; Sean Fitzpatrick

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433

DETAILS - SITE

C-503

SF JV

SCALE: NTS

CONCRETE PLAZA DRAINAGE SECTION AAC3

CONCRETE SIDEWALK PER DETAIL B5/C-501

6" MINIMUM

COMPACTED DRAINAGE FILL PER

SPECIFICATIONS

4"

PERFORATED PVC @

0.5% MINIMUM SLOPE

(SEE PLANS FOR SIZING)

COMPACTED ENGINEERED FILL.

CONCRETE SIDEWALK PER DETAIL B5/C-501

6" MINIMUM

4"

4" 4"

BB AA

SCALE: NTS

CONCRETE PLAZA DRAINAGE SECTION BBC7

PLAZA DRAINAGE GENERAL NOTES:

1. CONTRACTOR SHALL SLOPE PLAZA

DRAINAGE PIPES @ 0.5% MINIMUM.

2. CONTRACTOR SHALL WRAP GEOTEXTILE

FABRIC UP COLUMBARIUM FOOTINGS

AND UP THE SIDE FO THE #57 STONE

AROUND THE PLAZA PERIMETER.

3. CONTRACTOR SHALL TRANSITION TO

NON-PERFORATED PIPE WHEN NOT

UNDERNEATH THE PLAZA SLAB.

COMPACTED ENGINEERED FILL.

COMPACTED DRAINAGE FILL PER

SPECIFICATIONS

COMPACTED DRAINAGE FILL PER

SPECIFICATIONS

PERFORATED PVC @

0.5% MINIMUM SLOPE

(SEE PLANS FOR SIZING)

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG…