PC# 912-18773 FAI-24-15, Improvements Improve Dublin Veterans Cemetery, Drawings.pdf

PDF 3 MB Posted Aug 7, 2026

Attached to: Improvements: Improve Dublin Veterans Cemetery, PC #912-18773-000/FAI #VA-24-15
Solicitation number: IFB-125996
Issued by: Pulaski County, Virginia

About this file

Written by GovTribe AI · Aug 7, 2026

This file contains architectural drawings for improvements to the Dublin Veterans Cemetery in Virginia, developed as part of Project Code 912-18773 and Facilities Assistance Initiative (FAI) #VA-24-15. The drawings provide detailed plans for cemetery enhancements and serve as the technical specifications and design documentation for the improvement project. The drawings appear to include site plans, layout diagrams, and construction details necessary for contractors to understand the scope and nature of the proposed improvements at the facility.

The drawings function as the design basis for bidding and construction of the cemetery improvements. These technical documents are essential for contractors to accurately estimate costs, plan construction sequencing, and ensure compliance with the project design intent. No specific information regarding bidding timelines, award dates, pricing terms, or contract duration is contained within the drawing file itself, as such details would be specified in the associated solicitation documents and contract requirements.

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PC# 912-18773 FAI-24-15, Improvements Improve Dublin Veterans Cemetery, Project Manual.pdf	PDF	Aug 7, 2026

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COMMONWEALTH of VIRGINIA

VICINITY MAP

CODES: VIRGINIA UNIFORM STATEWIDE BUILDING CODE, 2021 EDITION

LOCATION MAP

SOUTHWEST VIRGINIA VETERANS

CEMETERY AT DUBLIN EXPANSION

ABIGAIL SPANBERGER

STEVEN J COMBS

DEPUTY COMMISSIONER

DEPARTMENT OF VETERANS SERVICES

101 N. 14TH STREET, 17TH FLOOR

RICHMOND, VA 23219

(804)786-0294

D. TRAVIS GRAHAM

SUPERINTENDENT

SOUTHWEST VIRGINIA VETERANS CEMETERY AT DUBLIN

5550 BAGGING PLANT ROAD

DUBLIN, VA 24084

(855) 482-8387

GRAVESITE YIELD SUMMARY:

SITE INFORMATION:

SITE ADDRESS: 15550 BAGGING PLANT RD, DUBLIN, VA 24084

TAX MAP ID: 048-1-28

PARCEL ACCOUNT: R023324 0

CEMETERY PROPERTY AREA:

DISTURBED AREA: TBD

SECTIONS

STANDARD SIZE

PRE-PLACED

CRYPTS

OVERSIZED

PRE-PLACED

CRYPTS

TOTAL

PRE-PLACED

CRYPTS

IN-GROUND

CREMAINS

TOTAL NUMBER

OF GRAVESITES DISTURBANCE

BURIAL SECTION 5

(EXPANSION) ----- ----- ----- 482 482 -----

TOTAL ----- ----- ----- 482 482 TBD

DESIGNER INFORMATION:

ENGINEER: WILEY|WILSON

6800 PARAGON PLACE

RICHMOND, VA 23230

CONTACT: JOHN R. MOORE, PE

PHONE: (804) 200-1735

JRMOORE@WILEYWILSON.COM

LANDSCAPE LA GROUP

ARCHITECT: 40 LONG ALLEY

SARATOGA SPRINGS, NY 12866

CONTACT: TIM LARSON, RLA

PHONE: (518) 587-8100 x213

TLARSON@THELAGROUP.COM

VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION

VIRGINIA STORMWATER MANAGEMENT HANDBOOK, FIRST EDITION

FAI NUMBER: VA-24-15

STATE PROJECT #: 912-18773

DUBLIN, VIRGINIA

DEPARTMENT OF

VETERANS SERVICES

W|W COMM. NO. 260027.00

AUGUST 7, 2026

GOVERNOR:

DVS CONTACT:

PROJECT

VICINITY

UTILITY PROVIDERS:

ELECTRIC: DOMINION ENERGY

PHONE: 866-366-4357

2000'

SCALE

PROJECT

LOCATION LEE HWY

G-1.0

COVER SHEET

SHEET TITLE

CHECK:

DRAWN:

COMM NO:

DESIGN:

DATE:

CAD FILE:

SHT. NO. REV. NO.

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JRMAKW

LEE HWY

I-81

CLA

YTOR LA

10,000'

SCALE

SHEET INDEX

SHEET NUMBER SHEET NAME

G-1.0 COVER SHEET

C-1.0 EXISTING CONDITIONS PLAN

C-2.0 OVERALL SITE DEVELOPMENT PLAN

C-3.0 SITE DEVELOPMENT ENLARGEMENT PLAN

C-3.1 GRAVESITE NUMBERING PLAN

C-4.0 SERVICE MARKER WALL MODIFICATIONS

I-1.0 IRRIGATION PLAN

08/07/2026

EXISTING

ADMINISTRATION

BUILDING

EXISTING

MAINTENANCE

COMPLEX

EXISTING

COMMITTAL

SERVICE

SHELTER

COLUMBARIUM

COMPLEX

BAGGING PLANT ROAD (STATE RT 1030)

R O

NEWBERN ROAD

EXISTING

COLUMBARIUM

2 (CB-2)

EXISTING

BURIAL

SECTION M

EXISTING

BURIAL

SECTION 8

EXISTING

BURIAL

SECTION 7

EXISTING

BURIAL

SECTION 1

EXISTING

BURIAL

SECTION 2

EXISTING

BURIAL

SECTION 6

EXISTING

BURIAL

SECTION 4

EXISTING

BURIAL

SECTION 3

EXISTING US FLAG

AND ASSEMBLY AREA

MAIN CEMETERY ENTRANCE

EXISTING

STORM WATER

MANAGEMENT AREA

EXISTING

SCATTERING

GARDEN

EXISTING

COLUMBARIUM

1A/B (CB-1)

EXISTING

COLUMBARIUM

3A/B (CB-3)

EXISTING SERVICE

MARKER WALL

EXISTING

BURIAL

SECTION 5

EXISTING

CONDITIONS

PLAN10 20 30 40 5050 0

Scale: 1" = 50'

NORTH C-1.0

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DRAWN:

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EXISTING CONDITIONS PLAN NOTES:

SURVEYOR OF RECORD:

SHADRACH & ASSOCIATES, LLC, LAND SURVEYING, 430 SOUTHLAKE BLVD., SUITE 10-B, RICHMOND, VA 23236

THE FOLLOWING SURVEY NOTES APPLY:

1. THE SUBJECT PROPERTY APPEARS NOT TO BE LOCATED WITHIN THE LIMITS OF THE 100 YEAR

FLOOD PLAIN BOUNDARY AS DEFINED BY THE FEDERAL INSURANCE ADMINISTRATION

COMMUNITY-PANEL #51155C-0160-H, EFFECTIVE DATE: JANUARY 11, 2024 (ZONE X).

2. THIS SURVEY PLAT REPRESENTS A CURRENT AND ACCURATE FIELD TRANSIT SURVEY OF THE

PREMISES SHOWN HEREON. DATE OF LAST PHYSICAL SURVEY: APRIL 20, 2026.

3. THIS SURVEY WAS MADE WITHOUT THE BENEFIT OF A TITLE REPORT AND THEREFORE THERE

MAY BE ENCUMBRANCES WHICH ARE NOT REFLECTED HEREON.

4. HORIZONTAL AND VERTICAL DATUMS PER BASE WORKMAP PROVIDED BY W&W.

5. CONTOUR INTERVAL: 1.0'

6. NO WETLANDS DELINEATION OR LOCATION WAS DONE FOR THIS TOPOGRAPHIC SURVEY.

7. NO SUBSURFACE INVESTIGATION OF SOIL TYPES, OR FOR THE LOCATION OF UNDERGROUND

UTILITIES WAS DONE FOR THIS TOPOGRAPHIC SURVEY.

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EXISTING

ADMINISTRATION

BUILDING

EXISTING

MAINTENANCE

COMPLEX

EXISTING

COMMITTAL

SERVICE

SHELTER

COLUMBARIUM

COMPLEX

BAGGING PLANT ROAD (STATE RT 1030)

R O

NEWBERN ROAD

EXISTING

BURIAL

SECTION M

EXISTING

BURIAL

SECTION 5

EXISTING

BURIAL

SECTION 8

EXISTING

BURIAL

SECTION 7

EXISTING

BURIAL

SECTION 1

EXISTING

BURIAL

SECTION 2

EXISTING

BURIAL

SECTION 6

EXISTING

BURIAL

SECTION 4

EXISTING

BURIAL

SECTION 3

EXISTING US FLAG

AND ASSEMBLY AREA

MAIN CEMETERY ENTRANCE

EXISTING

STORM WATER

MANAGEMENT AREA

EXISTING

SCATTERING

GARDEN

NEW IN-GROUND CREMAIN

SECTION WITH IRRIGATION

EXISTING SERVICE

MARKER WALL

(MODIFY TO

ACCOMMODATE (1)

ADDITIONAL MARKER)

SEE SHT. C-3: SITE DEVELOPMENT ENLARGEMENT PLAN

EXISTING

COLUMBARIUM

2 (CB-2)

EXISTING

COLUMBARIUM

1A/B (CB-1)

EXISTING

COLUMBARIUM

3A/B (CB-3)

LIMIT OF CONSTRUCTION,

TYP.

CONSTRUCTION ACCESS ROUTE; ACCESS POINT

IS LOCATED 1/4-MILE FURTHER WEST ON

BAGGING PLANT ROAD; CONSTRUCTION

VEHICLES SHALL NOT BE PERMITTED TO UTILIZE

THE MAIN CEMETERY ENTRANCE; CONTRACTOR

SHALL REPAIR ANY DAMAGE TO EXISTING

FACILITIES, PAVEMENTS, OR LAWN AREAS TO

EXISTING CONDITIONS TO THE SATISFACTION OF

THE OWNER'S REPRESENTATIVE, TYP.

CONTRACTOR SHALL UTILIZE THE EXISTING

CEMETERY MAINTENANCE COMPLEX FOR ANY

REQUIRED MATERIAL AND EQUIPMENT STORAGE;

COORDINATE THE SIZE AND AREA WITH THE

OWNER'S REPRESENTATIVE; THE CONTRACTOR

IS RESPONSIBLE FOR SECURING THEIR STORED

MATERIAL AND EQUIPMENT; CONTRACTOR SHALL

REPAIR ANY DAMAGE TO EXISTING FACILITIES,

PAVEMENTS, OR LAWN AREAS TO EXISTING

CONDITIONS TO THE SATISFACTION OF THE

OWNER'S REPRESENTATIVE, TYP.

OVERALL SITE

DEVELOPMENT

PLAN10 20 30 40 5050 0

Scale: 1" = 50'

NORTH C-2.0

SHEET TITLE

CHECK:

DRAWN:

COMM NO:

DESIGN:

DATE:

CAD FILE:

SHT. NO. REV. NO.

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GRAVESITE YIELD SUMMARY:

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AutoCAD SHX Text A

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SECTIONS

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STANDARD SIZE PRE-PLACED CRYPTS

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OVERSIZED PRE-PLACED CRYPTS

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TOTAL PRE-PLACED CRYPTS

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IN-GROUND CREMAINS

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TOTAL NUMBER OF GRAVESITES

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DISTURBANCE

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BURIAL SECTION 5 (EXPANSION)

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TOTAL

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TBD

COLUMBARIUM

COMPLEX

EXISTING

COLUMBARIUM

2 (CB-2)

EXISTING

BURIAL

SECTION M

EXISTING

BURIAL

SECTION 5

EXISTING

BURIAL

SECTION 6

EXISTING

BURIAL

SECTION 4

EXISTING US FLAG

AND ASSEMBLY AREAEXISTING

COLUMBARIUM

1A/B (CB-1)

NEW 4-FT X 4-FT IN-GROUND

CREMAIN SECTION WITH

IRRIGATION; ALL DISTURBED

AREAS SHALL RECEIVE TOPSOIL

AND ESTABLISH TURF, TYP.

SEE DWG. I-1.0, IRRIGATION PLAN

EXISTING SERVICE

EMBLEM WALL

(MODIFY TO

ACCOMMODATE (1)

ADDITIONAL EMBLEM)

EXISTING

COLUMBARIUM

3A/B (CB-3)

4.0 0'

4-FT X 4-FT

IN-GROUND

CREMAINS (482)

48.00' BURIAL GRID, TYP.48

.00

' B

L G

D, T

BURIAL GRID MONUMENT,

TYP. (6 TOTAL)

(SEE SHEET 3.1 DETAIL 2)

SITE RESTORATION: AERATE, OVERSEED,

AND FERTILIZE ENTIRE LAWN AREA

(~12,000 SF)

IN ADDITION, ALL DISTURBED AREAS AS A

RESULT OF IRRIGATION SYSTEM

INSTALLATION SHALL RECEIVE TOPSOIL

AND ESTABLISH TURF, TYP.

GRANITE SECTION

MARKER, TYP.

EXPANSION BURIAL GRID

MONUMENT LAYOUT AS SHOWN

SHALL BE AN EXTENSION OF THE

EXISTING BURIAL GRID

MONUMENTS WITHIN SECTION 5,

TYP.;

LIMIT OF CONSTRUCTION,

TYP.

EXISTING GRANITE

SECTION MARKER TO

REMAIN, TYP.

BURIAL GRID MONUMENT:

LAYOUT POINT

N: 19598.175 E: 14315.325

90.0°'

TYP.

BURIAL GRID

MONUMENT:

LAYOUT POINT

N: 19631.746 E: 14405.263

SITE DEVELOPMENT

ENLARGEMENT PLAN

10 5 10 15 2020 0

Scale: 1" = 20'

NORTH C-3.0

SHEET TITLE

CHECK:

DRAWN:

COMM NO:

DESIGN:

DATE:

CAD FILE:

SHT. NO. REV. NO.

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GRAVESITE YIELD SUMMARY:

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AutoCAD SHX Text D

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AutoCAD SHX Text A

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SECTIONS

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STANDARD SIZE PRE-PLACED CRYPTS

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OVERSIZED PRE-PLACED CRYPTS

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TOTAL PRE-PLACED CRYPTS

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IN-GROUND CREMAINS

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TOTAL NUMBER OF GRAVESITES

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DISTURBANCE

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BURIAL SECTION 5 (EXPANSION)

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TOTAL

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TBD

501 502 503 504 505 506 507 508 509 510 511 512 513 514 515 516 517

518 519 520 521 522 523 524 525 526 527 528 529 530 531 532 533 534

535 536 537 538 539 540 541 542 543 544 545 546 547 548 549 550 551

552 553 554 555 556 557 558 559 560 561 562 563 564 565 566 567 568

571 572 573 574 575 576 577 578 579 580 581 582 583 584 585 586 587

590 591 592 593 594 595 596 597 598 599 600 601 602 603 604 605 606

609 610 611 612 613 614 615 616 617 618 619 620 621 622 623 624 625

628 629 630 631 632 633 634 635 636 637 638 639 640 641 642 643 644

648 649 650 651 652 653 654 655 656 657 658 659 660 661 662 663 664

668 669 670 671 672 673 674 675 676 677 678 679 680 681 682 683 684

688 689 690 691 692 693 694 695 696 697 698 699 700 701 702 703 704

708 709 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724

728 729 730 731 732 733 734 735 736 737 738 739 740 741 742 743 744

748 749 750 751 752 753 754 755 756 757 758 759 760 761 762 763 764

768 769 770 771 772 773 774 775 776 777 778 779 780 781 782 783 784

788 789 790 791 792 793 794 795 796 797 798 799 800 801 802 803 804

808 809 810 811 812 813 814 815 816 817 818 819 820 821 822 823 824

828 829 830 831 832 833 834 835 836 837 838 839 840 841 842 843 844

848 849 850 851 852 853 854 855 856 857 858 859 860 861 862 863 864

868 869 870 871 872 873 874 875 876 877 878 879 880 881 882 883 884

888 889 890 891 892 893 894 895 896 897 898 899 900 901 902 903 904

908 909 910 911 912 913 914 915 916 917 918 919 920 921 922 923 924

928 929 930 931 932 933 934 935 936 937 938 939 940 941 942 943 944

947 948 949 950 951 952 953 954 955 956 957 958 959 960 961 962 963

966 967 968 969 970 971 972 973 974 975 976 977 978 979 980 981 982

569 570

588 589

607 608

626 627

645 646

665 666

685 686

705 706

725 726

745 746

765 766

785 786

805 806

825 826

845 846

865 866

885 886

905 906

925 926

945 946

964 965

BURIAL GRID MONUMENT, TYP.

(6 EACH TOTAL)

SEE DETAIL THIS SHEET

1" MIN.

4'- 0"

SET TOP OF

MONUMENT 1/2"

ABOVE

FINISH

GRADE

NOTES:

1. ALL LAWNS DAMAGED DURING

INSTALLATION SHALL BE

REPAIRED AT CONTRACTOR'S

EXPENSE.

2. AT THE CONTRACTOR'S OPTION,

GRAVESITE GRID MONUMENTS

MAY BE PROVIDED AS PRECAST

UNITS. PROVIDE SHOP

DRAWINGS AND METHOD OF

INSTALLATION FOR APPROVAL.

NOTE:

FINISH GRADE IS TOP OF

TOPSOIL

MONUMENT MARKER

(SEE ENLARGEMENT PLAN THIS DETAIL)

CONCRETE BASE

EDGE OF MONUMENT MARKER SHALL

BE NO CLOSER THAN 1" TO OUTSIDE

EDGE OF CONCRETE

MONUMENT MARKER (PROTECT

VISIBLE SURFACES DURING

PLACEMENT INTO CONCRETE)

FORGED ALUMINUM DOMED-TOP MONUMENT

MARKER WITH 3/4" DIAMETER SPLIT STYLE

STEM AND INTEGRAL LOCATION MAGNET

IMBEDED

SMOOTH-TROWEL FINISH TOP

SURFACE, ENSURING POSITIVE

DRAINAGE

8" CONC. CYLINDER W/3,500 PSI

CONCRETE @ 28 DAYS

GAP AROUND CYLINDER & SURROUNDING

EARTH SHALL BE FILLED W/CONCRETE OR

REDI-CRETE (WETTED AFTER PLACEMENT) TO

WITHIN 4" OF FINISH GRADE

COMPACTED APPROVED FILL OR

NATIVE EARTH

3-1/2"Ø FORGED

ALUMINUM DOMED-TOP

MONUMENT MARKER

FIELD INCISED HAIRS ON

CAP; CROSS-HAIRS

SHALL BE PARALLEL AND

PERPENDICULAR TO THE

GRAVESITE GRIDLINES &

PRECISE TO ±0.005'

REQUIRED TEXT ENGRAVED ON

CAP,

(WETLAND CONSERVATION

MONUMENT SHALL STATE

"CONSERVATION AREA")

TYP.

CROSS HAIRS

MUST FALL WITHIN

3/4" OF THE

CENTER OF THE

MARKER OR THE

ENTIRE

MONUMENT MUST

BE MOVED

PLAN

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GRAVESITE

NUMBERING

PLAN55 0

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SCALE: 1" = 5'-0"

GRAVESITE NUMBERING PLAN: BURIAL SECTION 5 EXPANSION1 SCALE: N.T.S.

BURIAL GRID MONUMENT DETAIL2

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%%UPLAN

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F W

SALVAGED OR NEW SERVICE MARKER, TYP.

INSTALL IN THE FOLLOWING ORDER LEFT TO

RIGHT WHEN FACING WALL:

ARMY

MARINE CORPS

NAVY

AIR FORCE

SPACE FORCE

COAST GUARD

FACE OF EXISTING

STONE VENEER,

TYP.

FACE OF EXISTING

STONE VENEER,

TYP.

5'-2"TYP.

TOTAL FACE OF WALL LENGTH = 36-FT +/-

LOCATE SERVICE MARKERS EQUALLY ALONG

FACE OF WALL AS SHOWN @ 5'-2" O.C.

CONTRACTOR SHALL VERIFY SPACING PRIOR TO

INSTALLATION, TYP.

NOTE:

1. THE EXISTING (5) SERVICE MARKERS SHALL BE REMOVED, SALVAGED, AND TURNED OVER TO THE

CEMETERY FOR STORAGE.

2. THE SPACE FORCE SERVICE MARKER SHALL BE OWNER FURNISHED, CONTRACTOR INSTALLED.

3. THE AIR FORCE SERVICE MARKER SHALL BE CONTRACTOR FURNISHED, CONTRACTOR INSTALLED.

4. THE ARMY, MARINE CORPS, NAVY, AND COAST GUARD SERVICE MARKERS SHALL BE THE SALVAGED

MARKERS AND CONTRACTOR INSTALLED.

5. THE CONTRACTOR SHALL PROVIDE NEW THREADED BRONZE BOLTS FOR EACH EXISTING

SALVAGED BRONZE PLAQUE SERVICE MARKER, SIZED TO FIT THE THREADED BOSSES.

6. ALL EXISTING BOLT HOLES WITHIN STONE MASONRY SHALL BE PATCHED WITH COLOR MATCHED

MORTAR. ANY REMAINING BOLTS WITHIN THE MASONRY SHALL BE DRILLED AND GROUND OUT

PRIOR TO MORTAR PATCHING.

4'- 1/

SALVAGED OR NEW

SERVICE MARKER,

TYP.

EXISTING STONE

VENEER, TYP.

EXISTING WALL CAP,

TYP.

EXISTING GRADE,

TYP.

ALIGN TOP OF SERVICE

MARKER FROM BOTTOM

OF CAP AS SHOWN, TYP. NOTE:

1. THE EXISTING (5) SERVICE MARKERS SHALL BE REMOVED, SALVAGED, AND TURNED OVER TO THE

CEMETERY FOR STORAGE.

2. THE SPACE FORCE SERVICE MARKER SHALL BE OWNER FURNISHED, CONTRACTOR INSTALLED.

3. THE AIR FORCE SERVICE MARKER SHALL BE CONTRACTOR FURNISHED, CONTRACTOR INSTALLED.

4. THE ARMY, MARINE CORPS, NAVY, AND COAST GUARD SERVICE MARKERS SHALL BE THE SALVAGED

MARKERS AND CONTRACTOR INSTALLED.

5. THE CONTRACTOR SHALL PROVIDE NEW THREADED BRONZE BOLTS FOR EACH EXISTING

SALVAGED BRONZE PLAQUE SERVICE MARKER, SIZED TO FIT THE THREADED BOSSES.

6. ALL EXISTING BOLT HOLES WITHIN STONE MASONRY SHALL BE PATCHED WITH COLOR MATCHED

MORTAR. ANY REMAINING BOLTS WITHIN THE MASONRY SHALL BE DRILLED AND GROUND OUT

PRIOR TO MORTAR PATCHING.

SERVICE

MARKER WALL

MODIFICATIONS

Scale: NTS

EXISTING WALL: NEW SERVICE MARKER LAYOUT PLAN1

Scale: NTS

EXISTING WALL: NEW SERVICE MARKER LAYOUT SECTION2

SHEET TITLE

CHECK:

DRAWN:

COMM NO:

DESIGN:

DATE:

CAD FILE:

SHT. NO. REV. NO.

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C-4.0

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IRRIGATION PLAN

86425 1010 0

Scale: 1" = 10'

NORTH I-1.0

SHEET TITLE

CHECK:

DRAWN:

COMM NO:

DESIGN:

DATE:

CAD FILE:

SHT. NO. REV. NO.

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AUGUST 7, 2026

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Consulting, Inc.

Providing innovative design solutions for irrigation worldwide.

C O M M E R C I A L G O L F C O U R S E

B R I A N E . V I N C H E S I

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I F I E D I R R I G A T

ION

190984 D E S I G N E R

AutoCAD SHX Text

AutoCAD SHX Text A44

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AutoCAD SHX Text A42

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AutoCAD SHX Text Chiseled Square

AutoCAD SHX Text in Concrete

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ELEV.=2157.56'

AutoCAD SHX Text B.M.

AutoCAD SHX Text Headstones

AutoCAD SHX Text Vault

AutoCAD SHX Text Birch

AutoCAD SHX Text Elev.=2156.97

AutoCAD SHX Text Flush Curb

AutoCAD SHX Text Gravel Along Edge

AutoCAD SHX Text Woods

AutoCAD SHX Text (Various)

AutoCAD SHX Text Headstones

AutoCAD SHX Text Irrigation

AutoCAD SHX Text Boxes

AutoCAD SHX Text Grid Monument

AutoCAD SHX Text Irrigation Box

AutoCAD SHX Text Irrigation Head

AutoCAD SHX Text Irrigation Boxes

AutoCAD SHX Text Irrigation Head

AutoCAD SHX Text Irrigation Boxes

AutoCAD SHX Text Irrigation Box

AutoCAD SHX Text Irrigation Head

AutoCAD SHX Text Irrigation Boxes

AutoCAD SHX Text Irrigation Head

AutoCAD SHX Text Grid Monument

AutoCAD SHX Text Section Marker "5"

AutoCAD SHX Text Grid Monument

AutoCAD SHX Text Headstones

AutoCAD SHX Text Grid Monument

AutoCAD SHX Text Section Marker "5"

AutoCAD SHX Text Grid Monument

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CONNECT NEW LATERAL PIPE TO EXISTING CONTROL VALVE A42.

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EXISTING CONTROL VALVE A43 OPERATING EXISTING ROTARY SPRINKLERS ALONG ROAD.

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CONNECT NEW LATERAL PIPE TO EXISTING CONTROL VALVE A44.

AutoCAD SHX Text EXISTING 2" MAINLINE, COMMUNICATION CABLE, AND ISOLATION VALVE CROSSING STREET TO WEST IN EXISTING SLEEVE.

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AutoCAD SHX Text A43

AutoCAD SHX Text NOTE: REMOVE EXISTING SPRINKLERS PRIOR TO START OF WORK, RE-USE IF IN GOOD CONDITION.

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EXISTING 3" MAINLINE AND COMMUNICATION CABLE ROUTING.

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EXISTING ROTARY SPRINKLER ON ZONE A43, REPAIR OR REPLACE IF DAMAGED.

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EXISTING ROTARY SPRINKLER ON ZONE A43, REPAIR OR REPLACE IF DAMAGED.

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AutoCAD SHX Text E

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AutoCAD SHX Text A

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AutoCAD SHX Text Huntersville, NC 28078

AutoCAD SHX Text 112 S. Old Statesville Rd., Suite 109

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(704) 843.3688

AutoCAD SHX Text 20 Merrit Parkway

AutoCAD SHX Text Nashua, NH 03062

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(978) 433.8972

AutoCAD SHX Text www.irrigationconsulting.com

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SPACING

AutoCAD SHX Text 45'

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PSI

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DESCRIPTION

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SYMBOL

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AutoCAD SHX Text A

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VALVE SIZE

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FLOW

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STATION NO.

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VALVE DESIGNATION:

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1-1/2" SCH. 40 PVC LATERAL PIPING

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EXISTING CLASS-200 PVC MAINLINE PIPING AND COMMUNICATION CABLE

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EXISTING 1-1/2" 24 VOLT ELECTRIC ZONE VALVE

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IRRIGATION LEGEND

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LARGE ROTARY SPRINKLER WITH

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CHECK VALVE (MATCH EXISTING ROTORS AND NOZZLES)

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IRRIGATION NOTES

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1. COORDINATE FINAL LOCATION OF SPRINKLERS AND NOZZLE SELECTION W/ FINAL APPROVED HEADSTONE LAYOUT. 2. PIPE LOCATIONS ARE DIAGRAMMATIC, CONTRACTOR SHALL FIELD VERIFY. 3. TWO-WIRE COMMUNICATION CABLE IS EXISTING. 4. SPRINKLERS SHALL BE INSTALLED ON 1 INCH SWING JOINTS. 5. IRRIGATION SYSTEM IS DESIGNED TO PROVIDE 30 GPM FROM CONNECTION TO EXISTING IRRIGATION VALVES. 6. COORDINATE LOCATION OF EXISTING AND FUTURE UTILITIES AND IRRIGATION ON SITE AND CONTACT PROPER AUTHORITIES AND UTILITY COMPANIES BEFORE THE START OF WORK. 7. FLUSH LATERAL LINES BEFORE INSTALLING SPRINKLERS. 8. CONTRACTOR MUST PROVIDE PRODUCT SUBMITTALS AS PER THE WRITTEN SPECIFICATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO ORDERING MATERIAL AND BEGINNING WORK. 9. MATERIAL SUBSTITUTIONS SHALL NOT BE ACCEPTED. 10. ONCE APPROVED SUBMITTALS HAVE BEEN RETURNED TO THE CONTRACTOR, WORK MAY BEGIN. THE ENGINEER MUST BE NOTIFIED A MINIMUM OF 14-DAYS IN ADVANCE OF THE START OF WORK TO COORDINATE ON-SITE SUPERVISION AND ADMINISTRATION. 11. SPRINKLERS SHALL BE CENTERED IN AISLE BETWEEN HEADSTONE BLOCKS AND ROWS OF HEADSTONES.

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TRENCH AND WIRE DETAIL

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NO SCALE

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LATERAL PIPE

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TRENCH

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16" MIN.

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CENTER TRENCH IN IRRIGATION AISLE IN HEADSTONE AREAS.

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UNITIZED PVC SWING JOINT

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LARGE ROTARY SPRINKLER DETAIL

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NO SCALE

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1" PREFABRICATED

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LATERAL PIPE

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LARGE ROTARY SPRINKLER

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CURB EDGE

AutoCAD SHX Text 3"

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FINISH GRADE

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LATERAL SIZE X 1" SCH-40 PVC SLIP X FEMALE TEE OR ELBOW

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G-1.0 - COVER SHEET

C-1.0 - EXISTING CONDITIONS PLAN

C-2.0 - OVERALL SITE DEVELOPMENT PLAN

C-3.0 - SITE DEVELOPMENT ENLARGEMENT PLAN

C-3.1 - GRAVESITE NUMBERING PLAN

C-4.0 - SERVICE MARKER WALL MODIFICATIONS

I-1.0 - IRRIGATION PLAN

File details come from the government source that posted it. Updated Aug 7, 2026.