839CM3028_3030 Bid Dwg Culpeper Bk08.pdf

PDF 12 MB Posted Jul 23, 2020

Attached to: Y1PZ--NEW- IFB (FY-20) | CULPEPER NALT CEM | COLUMBARIUM, FACILITY RENOVATION, IMPROVEMENTS, REPAIRS & PRE-PLACED CRYPT | PROJECT NO. 839CM3028 & 839CM3030 SUBJECT TO AVAILABILITY OF FY-20 FUNDS. .. .
Solicitation number: 36C78620B0028
Issued by: Department of Veterans Affairs National Cemetery Administration

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details for a federal solicitation for construction services. The solicitation number is 36C78620B0028 and seeks bids for columbarium, facility renovation, improvements, repairs, and pre-placed crypts at the Culpeper National Cemetery in Virginia under project numbers 839CM3028 and 839CM3030, subject to availability of FY-20 funds. The work will be performed for the Department of Veterans Affairs National Cemetery Administration. Bids are requested for construction services including a columbarium, facility renovations, improvements, and repairs. The solicitation also covers pre-placed crypts. The document provides relevant information for contractors to understand the scope of services required and respond appropriately to the solicitation.

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Other files

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A0008 Culpeper Nalt Cem Revised Cost Schedule and SF 1442 Sec 17.pdf	PDF	Sep 8, 2020
A0007 Culpeper Nalt Cem (36C78620B0028).pdf	PDF	Sep 2, 2020
A0006 Culpeper Nalt Cem (36C78620B0028).pdf	PDF	Sep 1, 2020
A0005 for Prevailing Wage- Davis Bacon (36C78620B0028) Culpeper Nalt Cem.pdf	PDF	Sep 1, 2020
A0004 Drawings - Culpeper nalt Cem (36C78620B0028).pdf	PDF	Aug 27, 2020
A003 (For Posting-Culpeper Nalt Cem - 36C78620B0028).pdf	PDF	Aug 21, 2020
AO02 (For Posting-Virtual Bid Opening Info-Culpeper NC).pdf	PDF	Aug 21, 2020
A001 (For Posting-Culpeper Nalt Cem - 36C78620B0028).pdf	PDF	Aug 21, 2020
839CM3028_3030 Bid Dwg Culpeper Bk02.pdf	PDF	Jul 27, 2020
839CM3028_3030 Bid Dwg Culpeper Bk02.pdf	PDF	Jul 23, 2020
839CM3028_3030 Termite Report Culpeper.pdf	PDF	Jul 23, 2020
839CM3028_3030 Bid Dwg Culpeper Bk12.pdf	PDF	Jul 23, 2020
839CM3028_3030 Bid Dwg Culpeper Bk11.pdf	PDF	Jul 23, 2020
839CM3028_3030 Geotech Culpeper Bk B.pdf	PDF	Jul 23, 2020
36C78620B0028_1.docx	DOCX document	Jul 23, 2020
839CM3028_3030 SPECS Culpeper Bk06.pdf	PDF	Jul 23, 2020
839CM3028-3030 Culpeper SOW Const Rev 1.pdf	PDF	Jul 23, 2020
839CM3028_3030 SPECS Culpeper Bk03.pdf	PDF	Jul 23, 2020
839CM3028_3030 SPECS Culpeper Bk07.pdf	PDF	Jul 23, 2020
839CM3028_3030 Bid Dwg Culpeper Bk10.pdf	PDF	Jul 23, 2020
839CM3028_3030 SPECS Culpeper Bk04.pdf	PDF	Jul 23, 2020
839CM3028_3030 Bid Dwg Culpeper Bk01.pdf	PDF	Jul 23, 2020
839CM3028_3030 Fuel Tank Closure Culpeper.pdf	PDF	Jul 23, 2020
839CM3028_3030 Haz Mat Surv Culpeper.pdf	PDF	Jul 23, 2020
839CM3028_3030 Bid Dwg Culpeper Bk07.pdf	PDF	Jul 23, 2020
839CM3028_3030 Bid Dwg Culpeper Bk06.pdf	PDF	Jul 23, 2020
839CM3028_3030 Bid Dwg Culpeper Bk05.pdf	PDF	Jul 23, 2020
839CM3028_3030 Geotech Culpeper Bk C.pdf	PDF	Jul 23, 2020
Wage Determination - Davis Bacon (Culpeper County VA ).pdf	PDF	Jul 23, 2020
839CM3028_3030 SPECS Culpeper Bk05.pdf	PDF	Jul 23, 2020
839CM3028_3030 SPECS Culpeper Bk01.pdf	PDF	Jul 23, 2020
IFB Contractor Cost Estimate Worksheet (Culpeper Nalt Cem).xlsx	XLSX spreadsheet	Jul 23, 2020
839CM3028_3030 SPECS Culpeper Bk02.pdf	PDF	Jul 23, 2020
839CM3028_3030 Bid Dwg Culpeper Bk03.pdf	PDF	Jul 23, 2020
839CM3028_3030 Bid Dwg Culpeper Bk02.pdf	PDF	Jul 23, 2020
839CM3028_3030 Bid Dwg Culpeper Bk04.pdf	PDF	Jul 23, 2020
839CM3028_3030 Lodge Struct Assessment Culpeper.pdf	PDF	Jul 23, 2020
839CM3028_3030 Bid Dwg Culpeper Bk09.pdf	PDF	Jul 23, 2020
839CM3028_3030 Geotech Culpeper Bk A.pdf	PDF	Jul 23, 2020

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1.25"

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1-13

1.5"

1-15

1.25"

2.5"

1.25"

1-18

SPRINKLER ZONES TO REMAIN

PROTECT LATERAL PIPE I N PLACE AND INSTALL NEW SPRINKLERS

DURING CONSTRUCTION ON EXISTING LATERAL

PIPE AT THE SAME LOCATIONS

EXISTING SPRINKLERS TO REMAIN, TYP.

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1.25"

2.5"

1.25"

1.25" 1.25"

1.25"

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1-9

1.5"

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1-11

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1.5"

1-36

1.5"

1-35

1.5"

1-6

1.5"

1-7

1.5"

1-12

1.5"

1.25"

2.5"

1.25"

2.5"

1.25"

1-35

1.5"

1" 1.5"

1.5"

1.25"

1-14

1-13

1.5"

1-15

1.25"

2.5"

1.25"

1-18

SPRINKLER ZONES TO REMAIN

PROTECT LATERAL PIPE I N PLACE AND INSTALL NEW SPRINKLERS

DURING CONSTRUCTION ON EXISTING LATERAL

PIPE AT THE SAME LOCATIONS

EXISTING SPRINKLERS TO REMAIN, TYP.

2.5"

1.25"

2.5"

1.25"

VA FORM 08 - 6231

F i l e

P a t h

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER

KCI Technologies INC.

302-731-9176

MEP ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR, LTD 412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, INC.

970-229-9668

BID DOCUMENTS

Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts Building Number

2020-05-22 CCT

Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701

JDL

839CM3028

839CM3030

OF 165

C e r t i f i e d

I r r i g ati o n

D e s i g n e r

A S

CID

5/22/2020

1" =

20' 0' 10' 20' 40'

20'

IRRIGATION PLAN - AREA F

LEGEND

1-17

1.5"

16 16

FLAG NOTES

KEY MAP N.T.S.

AutoCAD SHX Text

AutoCAD SHX Text 665a

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AutoCAD SHX Text 665a

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IR-2.1

mailto:dsalvador@aquaengr.com AutoCAD SHX Text

SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE.

AutoCAD SHX Text DEMOLITION AREA BOUNDARY EXISTING PVC IRRIGATION MAINLINE SLEEVING - *TYPE: CLASS 200 PVC OR C900 PVC *SIZE PER SPECIFICATIONS MAINLINE PIPE *TYPE: PVC CL 200 *SIZE: PER PLANS LATERAL PIPE TO SPRINKLERS *TYPE: CLASS 160 PVC *SIZE: 1-INCH UNLESS OTHERWISE INDICATED PIPE STUB-OUT POINT-OF-CONNECTION UNCONNECTED PIPE CROSSING ISOLATION GATE VALVE ASSEMBLY *MODEL: REFER TO SPECIFICATIONS *SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE QUICK COUPLING VALVE ASSEMBLY *MODEL: RAIN BIRD 5LRC REMOTE CONTROL VALVE ASSEMBLY *MODEL: RAIN BIRD PESB *SIZE: AS INDICATED ON PLANS FLOWER WATER STATION EXISTING CONTROLLER RAIN BIRD ESP-LXD DECODER CABLE FUSE DEVICE POP-UP ROTOR SPRINKLER: RAIN BIRD 8005 @ 70 PSI RADIUS: 67' FLOW (GPM): 17.2 67' FLOW (GPM): 17.2 FLOW (GPM): 17.2 17.2 POP-UP SPRINKLER: RAIN BIRD MPR SERIES ON 1804-SAM-PRS @ 30 PSI RADIUS: 10' FLOW (GPM): Q - 0.39 H - 0.79 F - 1.58 10' FLOW (GPM): Q - 0.39 H - 0.79 F - 1.58 FLOW (GPM): Q - 0.39 H - 0.79 F - 1.58 RADIUS: 12' FLOW (GPM): Q - 0.65 H - 1.30 F - 2.60 12' FLOW (GPM): Q - 0.65 H - 1.30 F - 2.60 FLOW (GPM): Q - 0.65 H - 1.30 F - 2.60 RADIUS: 15' FLOW (GPM): Q - 0.92 H - 1.85 F - 3.70 15' FLOW (GPM): Q - 0.92 H - 1.85 F - 3.70 FLOW (GPM): Q - 0.92 H - 1.85 F - 3.70 INDICATES CONTROLLER AND STATION NUMBER INDICATES LATERAL DISCHARGE IN GPM INDICATES REMOTE CONTROL VALVE SIZE IN INCHES NOTE: ALL SHADED IRRIGATION COMPONENTS ARE EXISTING.

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FC PC

AutoCAD SHX Text EXCAVATE AND EXPOSE THE EXISTING MAINLINE PIPE AND WIRE AT THE APPROXIMATE LOCATION SHOWN. CONNECT TO THE EXISTING MAINLINE PIPE USING SCH40 PVC TEE AND REPAIR COUPLINGS. PROVIDE A WIRE SPLICE AND DECODER CABLE FUSE DEVICE. BACKFILL HOLES, AND COMPACT TO MATCH EXISTING CONDITIONS. PRIOR TO CONSTRUCTION PROVIDE COR WITH SHOP DRAWING OF POINT OF CONNECTION. CONNECT WATER FROM IRRIGATION MAINLINE TO FLOWER WATERING STATION IN APPROXIMATE LOCATION SHOWN. REFER TO FLOWER WATER STATION DETAIL LOCATED IN SITE FURNISHINGS FOR ADDITIONAL DETAIL. EXCAVATE AND EXPOSE CAPPED LATERAL AT THE APPROXIMATE LOCATION SHOWN. CONNECT TO THE EXISTING LATERAL USING DUCTILE IRON TEE AND REPAIR COUPLINGS. BACKFILL HOLES AND COMPACT TO MATCH EXISTING. REMOTE CONTROL VALVE AND QUICK COUPLER VALVE TO BE LOCATED OUTSIDE OF FUTURE COLUMBARIUM EXPANSION FOOTPRINT. INSTALL MAINLINE PIPE AND CONNECT TO CAPPED MAINLINE PIPE AFTER CONSTRUCTION OF COLUMBARIUM. PROTECT EXISTING CONTROL WIRE WHEN INSTALLING NEW MAINLINE. INSTALL ISOLATION GATE VALVES WHEN MAINLINE IS CUT FOR DEMOLITION SO THAT IRRIGATION SYSTEM DOES NOT NEED TO BE SHUT-DOWN TO INSTALL NEW MAINLINE. REPLACE 3 EXISTING FLOWER WATER STATIONS WITH NEW FLOWER WATER STATION PER THE FLOWER WATER STATION DETAIL 4 SHEET IR-5.0. SALVAGE EXISTING HYDRANT AND TURN OVER TO COR.

VA FORM 08 - 6231

F i l e

P a t h

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER

KCI Technologies INC.

302-731-9176

MEP ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR, LTD 412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, INC.

970-229-9668

BID DOCUMENTS

Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts Building Number

2020-05-22 CCT

Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701

JDL

839CM3028

839CM3030

OF 165

C e r t i f i e d

I r r i g ati o n

D e s i g n e r

A S

CID

5/22/2020

ISOLATION GATE VALVE

ASSEMBLY

N.T.S.

QUICK COUPLER VALVE

ASSEMBLY

N.T.S.

AIR/VACUUM RELIEF VALVE

ASSEMBLY

N.T.S.

REMOTE CONTROL VALVE

ASSEMBLY

N.T.S.

FLOWER WATER STATION

ASSEMBLY

N.T.S.

IRRIGATION DETAILS

AutoCAD SHX Text

IR-3.0

mailto:dsalvador@aquaengr.com AutoCAD SHX Text

10-INCH ROUND VALVE BOX

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FINISH GRADE

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3-INCH MINIMUM DEPTH OF

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3/4-INCH WASHED GRAVEL

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RESILIENT WEDGE GATE VALVE

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PVC MAINLINE

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CONFORMING TO AWWA C-509

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STANDARDS

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3 MIL. PLASTIC WRAP

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WITH TAPED ENDS

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OR EQUAL (LENGTH AS REQUIRED)

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ADVANCED DRAINAGE SYSTEMS

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6-INCH CORREGATED PIPE:

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BRICK (CONTINUOUS AROUND BOTTOM OF VALVE BOX)

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FILTER FABRIC

AutoCAD SHX Text NOTES: 1. NOMINAL SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE. 2. RESILIENT WEDGE GATE VALVE MAY HAVE EITHER MECHANICAL JOINT OR PUSH-ON GASKETED ENDS. THE OPERATOR IS A WRENCH NUT. 3. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. 4. BRAND VALVE BOX LID PER SPECIFICATIONS.

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W/BALCK LID

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PVC SCH 40 SOLVENT WELD SERVICE TEE

AutoCAD SHX Text NOTES: 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. 2. INSTALL SWING JOINT LAY ARM BETWEEN 30° AND 45° OF LATERAL PIPE INORDER TO ABSORB DOWNWARD IMPACT. IF SWING JOINT CAN NOT BE INSTALLED AT SPECIFIED ANGLE, CONSULT RESIDENT ENGINEER PRIOR TO INSTALLATION OF SWING JOINT. 3. BRAND VALVE BOX LID PER SPECIFICATIONS.

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PVC MAINLINE PIPE

AutoCAD SHX Text MIPT x MIPT TEE OR EL, SEE SPECIFICATIONS FOR MATERIAL

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1-INCH PRE-FABRICATED SWING JOINT 18-INCH LAY LENGTH

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PVC SCH 40 COUPLING

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PVC SCH 80 NIPPLE (2-INCH)

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BRICK (1 OF 4)

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FILTER FABRIC

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3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL

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HARCO QUICK COUPLER ANCHOR

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10-INCH ROUND VALVE BOX WITH BLACK LID

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FINISH GRADE/TOP OF MULCH

AutoCAD SHX Text NOTES: 1. USE VALVE BOX EXTENSION AS NECESSARY TO ACHIEVE MINIMUM DIMENSIONS ABOVE ASSEMBLY. 2. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND . INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. 3. TRANSITION TO PROPER LATERAL PIPE BURIAL DEPTH USING 45° ELBOW FITTINGS DOWNSTREAM OF REMOTECONTROL VALVE ASSEMBLY. 4. DO NOT CUT OUT ENDS OF VALVE BOX UNNECESSARILY. 5. POSITION VALVE BOX OVER VALVE TO ALLOW ACCESS TO SOLENOID AND PROPER OPERATION OF BALL VALVE. DO NOT PLACE VALVE BOX DIRECTLY ON LATERAL PIPE. 6. COIL 3-FEET OF WIRE FOR EACH DECODER FOR SERVICE PURPOSES. 7. BRAND VALVE BOX LID PER SPECIFICATIONS. 8. INSTALL PRESSURE REGULATOR ON ALL REMOTE CONTROL VALVES. SET PRESSURE MODULE TO INDICATED PRESSURE ON LEGEND PER MANUFACTURER'S RECOMMENDATIONS.

AutoCAD SHX Text

BARE COPPER GROUNDING WIRE TO GROUNDING PLATE/ROD SEE SPECIFICATIONS

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REMOTE CONTROL VALVE

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STANDARD VALVE BOX WITH BLACK LID

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3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL

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PVC SCH 40 MALE ADAPTER

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PVC SCH 80 CLOSE NIPPLE

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PVC MAINLINE

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PVC SCH 40 SOLVENT WELD SERVICE TEE

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SCH. 80 PVC TOE NIPPLE (LENGTH AS REQUIRED)

AutoCAD SHX Text DUCTILE IRON ANGLE VALVE CONNECTION SYSTEM INCLUDES: RISER, CROSS HANDLE GLOBE VALVE, GASKETED OUTLET WITH RESTRAINT, 2-1/2INCH OUTLET

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DECODER

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TWO WIRE DECODER CABLE

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WIRE CONNECTOR, TYP

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CHRISTY ID TAG

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PVC LATERAL PIPE

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BRICK (1 OF 4)

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FILTER FABRIC

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FINISH GRADE

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PVC SCH 40 UNION

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3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL

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2-INCH GALVANIZED STEEL NIPPLE (LENGTH AS REQUIRED)

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2-INCH GALVANIZED STEEL NIPPLE (LENGTH AS REQUIRED)

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2-INCH STAINLESS STEEL BALL VALVE

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AIR-VACUUM RELIEF VALVE (SIZE 2-INCH)

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FINISH GRADE

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JUMBO VALVE BOX WITH BLACK LID AND EXTENSION

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FILTER FABRIC

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PVC SCH 40 SOLVENT WELD SERVICE TEE

AutoCAD SHX Text NOTES: 1. INSTALL VALVE BOX SO THERE IS A CLEARANCE OF 2" BETWEEN THE BOTTOM OF THE VALVE BOX AND THE MAINLINE PIPE. 2. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. 3. LABEL VALVE BOX COVER PER SPECIFICATIONS. 4. SEE SPECIFICATIONS FOR PIPE DEPTH.

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BRICK (1 OF 4)

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PVC MAINLINE PIPE

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3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL

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WATERING DETAIL DETAIL)

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CONCRETE PAD (REFER TO FLOWER

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1-INCH PVC SLEEVE

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3/4-INCH TYPE K COPPER PIPE

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W/ FLOW CONTROL:

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SELF CLOSING FAUCET

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HAWS MODEL 6252EHLF

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CURB

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SITE DETAILS

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WATER STATION SEE

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W/ SQUEEGE SAND

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PVC MAINLINE PIPE

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6-INCH CORRUGATED PIPE: ADVANCED

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REQUIRED)

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FINISH GRADE

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DUCTILE IRON SERVICE TEE

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SCH 40 PVC REDUCING MALE ADAPTER (1 OF 2)

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STANDARD VALVE BOX

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DRAINAGE SYSTEMS OR EQUAL (LENGTH AS

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3/4-INCH THREADED CURB STOP VALVE

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SCH 40 PVC 1-INCH

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MALE ADAPTER

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1-INCH CL 200 PVC PIPE

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BRICK (1 OF 4)

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FILTER FABRIC

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ADJUSTABLE PRESSURE REGULATOR

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PVC SCH. 80 NIPPLE

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(LENGTH AS REQUIRED)

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PVC SCH 80 CLOSE NIPPLE

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PVC SCH 80 UNION

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CONNECT TO 3/4-INCH COPPER STUB-OUT

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FROM PRE-CAST CONCRETE POST

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WITH BLACK LID

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3-INCH MINIMUM DEPTH OF

3/4-INCH WASHED GRAVEL

VA FORM 08 - 6231

F i l e

P a t h

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER

KCI Technologies INC.

302-731-9176

MEP ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR, LTD 412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, INC.

970-229-9668

BID DOCUMENTS

Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts Building Number

2020-05-22 CCT

Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701

JDL

839CM3028

839CM3030

OF 165

C e r t i f i e d

I r r i g ati o n

D e s i g n e r

A S

CID

5/22/2020

POP-UP ROTOR SPRINKLER

ASSEMBLY

N.T.S.

POP-UP SPRAY SPRINKLER

ASSEMBLY

N.T.S.

DECODER CABLE FUSE DEVICE

ASSEMBLY

N.T.S.

IRRIGATION DETAILS

52" MIN.

SPRINKLER PLACEMENT

DETAIL

N.T.S.

IRRIGATION AISLE ROTOR SPRINKLER

ASSEMBLY

N.T.S.

AutoCAD SHX Text

IR-3.1

mailto:dsalvador@aquaengr.com AutoCAD SHX Text

2. AT ALL SPLICE LOCATIONS, PROVIDE SUFFICIENT SLACK TO ALLOW THE

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SPLICE TO BE RAISED A MINIMUM OF 24" (IN.) ABOVE GRADE

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NOTES:

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SPLICE KITS

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DIRECT BURIAL

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3-INCH MINIMUM DEPTH OF

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10" ROUND VALVE BOX WITH BLACK LID

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FINISH GRADE

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24" MINIMUM

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6" PVC SLEEVE

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3. DECODER CABLE SHALL HAVE A MINIMUM OF 24" (IN.) OF COVER.

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4. CLEARLY MARK ON TAG WHERE SUPPLY CABLE ORIGINATES FROM

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OUTGOING

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DECODER CABLE FROM DIRECTION OF

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CENTRAL EQUIPMENT LOCATION.

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IN AN OUTWARD BOUND DIRECTION FROM THE CENTRAL EQUIPMENT LOCATION.

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5. CLEARLY MARK THE MILLIAMP DRAW FOR EACH LEG OF CABLE BASED ON THE

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NUMBER OF DECODERS "DOWNSTREAM" FROM THAT POINT.

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INCOMING CABLE (RED)

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OUTGOING CABLE 1 (RED)

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OUTGOING CABLE 2 (RED)

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INCOMING CABLE (BLACK)

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OUTGOING CABLE 1 (BLACK)

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OUTGOING CABLE 2 (BLACK)

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(TYPICAL)

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(IF REQUIRED)

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DECODER CABLE SWITCH DEVICE

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1. INSTALL DECODER CABLE SWITCH DEVICE (DCSD) BETWEEN CABLE FROM

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CENTRAL AND TWO OUTGOING CABLES.

AutoCAD SHX Text

LABEL FOR DOCUMENTING

AutoCAD SHX Text

NORMAL CURRENT DRAW

AutoCAD SHX Text

DECODER CABLES

AutoCAD SHX Text

3/4-INCH WASHED GRAVEL

AutoCAD SHX Text

POP-UP SPRAY SPRINKLER

AutoCAD SHX Text

PVC LATERAL PIPE

AutoCAD SHX Text

TEE OR ELL, SEE SPECIFICATIONS FOR MATERIAL

AutoCAD SHX Text 1/2-INCH SWING JOINT 12-INCH LAY LENGTH MIPT x MIPT

AutoCAD SHX Text

PVC SCH 80 NIPPLE (LENGTH AS REQUIRED)

AutoCAD SHX Text NOTES: 1. INSTALL SWING JOINT LAY ARM BETWEEN 30° AND 45° OF LATERAL PIPE INORDER TO ABSORB DOWNWARD IMPACT. 2. DO NOT INSTALL MP ROTATOR SPRINKLER HEADS WITHIN 8-FEET OF TREE TRUNKS.

AutoCAD SHX Text

PVC SCH 40 ELL

AutoCAD SHX Text

FINISH GRADE/TOP OF MULCH

AutoCAD SHX Text

PVC LATERAL PIPE

AutoCAD SHX Text

TEE OR ELL, SEE SPECIFICATIONS FOR MATERIAL

AutoCAD SHX Text

POP-UP ROTOR SPRINKLER

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text NOTES: 1. INSTALL SWING JOINT LAY ARM BETWEEN 30° AND 45° OFLATERAL PIPE IN ORDER TO ABSORB DOWNWARD IMPACT. IF SWING JOINT CAN NOT BE INSTALLED AT SPECIFIED ANGLE, CONSULT RESIDENT ENGINEER PRIOR TO INSTALLATION OF SWING JOINT.

AutoCAD SHX Text 1-INCH UNITIZED TRIPLE TOP SWING JOINT 12-INCH LAY LENGTH MIPT INLET x MIPT OUTLET; 18-INCH LAY LENGTH IF IN CRYPT SECTIONS

AutoCAD SHX Text

PVC LATERAL PIPE

AutoCAD SHX Text

LARGE TURF SPRINKLER CENTERED BETWEEN HEADSTONES

AutoCAD SHX Text

PVC SCH. 40 SOLVENT WELD SERVICE TEE

AutoCAD SHX Text

PREFABRICATED SWING JOINT

AutoCAD SHX Text

6-INCH NIPPLE

AutoCAD SHX Text

GRID MONUMENT

AutoCAD SHX Text NOTES: 1. CONTRACTOR RESPONSIBLE FOR STAKING TRENCH LOCATION IN THE CORRECT LOCATION WITHIN AISLES. 2. CENTER OF SPRINKLER WILL BE ALIGNED WITH CENTERLINE OF OF AISLE.

AutoCAD SHX Text NOTE: 1. INSTALL LATERAL PIPE BETWEEN THE PRE-PLACED CRYPTS IN WATER AISLES, 12-INCHES BELOW THE TOP OF THE LOWEST PRE-PLACED CRYPT LID IN STEPPED CRYPT INTSTALLATION.

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

WATER AISLE

AutoCAD SHX Text

LATERAL PIPE

AutoCAD SHX Text

CRYPT

AutoCAD SHX Text

TOP OF LID

AutoCAD SHX Text

TOP OF LID

AutoCAD SHX Text

CRYPT

AutoCAD SHX Text

ELEVATION VIEW

AutoCAD SHX Text

LARGE TURF SPRINKLER CENTERED BETWEEN HEADSTONES

AutoCAD SHX Text

WATER STREAM TRAJECTORY

AutoCAD SHX Text

HEADSTONE LOCATION

AutoCAD SHX Text

HEADSTONE LOCATION

AutoCAD SHX Text 1-INCH TRIPLE TOP PRE-FABRICATED SWING JOINT 18-INCH LAY LENGTH MIPT x MIPT

AutoCAD SHX Text

PVC SCH 40 STREET EL

AutoCAD SHX Text

PVC LATERAL PIPE

AutoCAD SHX Text NOTES: 1. INSTALL SWING JOINT LAY ARM BETWEEN 30° AND 45° OF LATERAL PIPE TOABSORB DOWNWARD IMPACT. IF SWING JOINT CAN NOT BE INSTALLED AT SPECIFIED ANGLE, CONSULT RESIDENT ENGINEER PRIOR TO INSTALLATION.

AutoCAD SHX Text

PVC SCH 40 TEE OR EL

AutoCAD SHX Text

POP-UP ROTOR SPRINKLER

FINISH GRADE /TOP OF MULCH

S-101

3' - 3 5/8"

50' - 7 1/2" 3' - 3 5/8"

3/8" ISOLATION JOINTS

BETWEEN PRECAST

COLUMBARIUM UNITS

AND PIER

CL COLUMBARIUM

E Q

PRECAST COLUMBARIUM

UNITS, BY OTHERS

2' - 10"

CONCRETE

PIER

SEE DETAIL 4/S-101

FOR SHELF

3/8" ISOLATION JOINTS

BETWEEN PRECAST

COLUMBARIUM UNITS

AND PIER

DECORATIVE STONE

AND BRICK WORK,

REFER TO LS-711

REFER TO

LS-105 FOR

NORTHING AND

EASTING

T.O.F.

-3' - 0"

SHELF

0' - 0"

STONE CAP, SEE LS-714

3/8" DIA SS PIN, MIN. 2 PER STONE. DRILL WITH HILTI

HY-200 EPOXY IN PLACE, WITH MINIMUM OF 2-3/8"

EMBEDMENT. LOCATIONS PER COLUMBARIUM

MANUFACTURER'S RECOMMENDATIONS. ANCHORS

SHALL NOT INTERFERE WITH THE PLACEMENT OF

THE URN(S).

ANCHOR IN PLACE WITH STAINLESS STEEL ANCHOR

BOLTS AND WASHERS. MIN. (2) AT EACH SIDE UNIT

OR PER COLUMBARIUM MANUFACTURER'S

RECOMMENDATIONS. ANCHORS SHALL NOT

INTERFERE WITH THE PLACEMENT OF THE URN(S).

3' - 6"

SEE PLAN

R B

E T

T E

M A

N U

F A

C T

U R

E D

C R

U S

H E

D S

T O

N E

FOUNDATION

DRAIN, REFER

TO LS-714

PAVEMENT, SEE CIVIL DRAWINGS

#5@12"

O.C., BW

C L

2" CLR.

#5 U-BARS@12" O.C.

#5 BARS@12" O.C.

(10)-#5 BARS, CONTINUOUS

GRID

T O

F R

O S

T D

E P

T H

REFER TO LS-712

FOR CAP DIMENSIONS

R E

F E

R T

O L

S -7

O R

C O

L U

M B

A R

H E

LIMESTONE VENEER, SEE LS-712 AND 714

S-101

1' - 6" 1' - 6" 3"

TOP OF BASE

0' - 6"REFER TO

LS-711

REFER TO

LS-711

454.55'

GRADE

S-101

T.O.F.

-3' - 0"

SHELF

0' - 0"

FOUNDATION

DRAIN, REFER

TO LS-714

PAVEMENT, SEE CIVIL DRAWINGS

REFER TO LS-714

FOR CAP DIMENSIONS

GRID

R E

F E

R T

O L

S -7

O R

C O

L U

M B

A R

H E

R B

E T

T E

M A

N U

F A

C T

U R

E D

C R

U S

H E

D S

T O

N E

1' - 11 7/8" 1' - 11 7/8"

STONE CAP, SEE LS-714

3/8" DIA SS PIN,DRILL WITH HILTI HY-200

EPOXY IN PLACE, WITH MINIMUM OF

2-3/8" EMBEDMENT. TWO PER CAP, TYP.

(8)-#5 VERT. BARS

SEE PLAN

C L

2" CLR. 4

O F

R O

S T

D E

P T

#5 U-BARS@12" O.C.

#5@12" O.C., STD. HOOK

#5@12" O.C.

#5@12" CONT.

#4 TIES@12" O.C.

DOVETAIL BRICK TIES

#4 TIES@12" O.C.

S-101

454.55'

GRADE

0' - 6"

REFER TO

LS-711

REFER TO

LS-711

S-101

S E

E T

A B

L E

H O

O K

E M

(S E

E T

A B

L E

L A

STD. HOOK, TYP.

S-101

4' - 0 3/8" 4' - 0 3/8"

PLAN NOTES:

1. REINFORCEMENT NOT SHOWN FOR CLARITY.

T.O.F. (454.55')

3/8" EXPANSION JOINT,

ALIGN WITH PRECAST

NICHE JOINT, MAXIMUM

SPACING OF 30'-0"

REFER TO LS-711

FOR TOP OF BASE

E Q

CL COLUMBARIUM

3' - 3 5/8"

3/8" EXPANSION JOINT

BETWEEN BASE WALL

AND PIER

3/8" EXPANSION JOINT

BETWEEN BASE WALL

AND PIER

50'-9 3/4"

8 3/4"

SHELF

0' - 0"

PAVEMENT, SEE

LS-501

60' FLAG POLE,

SEE LS-503

TWO TIES

WITHIN TOP 5"

GROUNDING ROD WITH

PLATES, SEE LS-503

HSS16X0.250

ASTM A500 GR. B

SLEEVE, GALV.

FILL GAP BETWEEN FLAG POLE

AND SLEEVE WITH SAND

2' - 6"

7" 7"1' - 4"

ISOLATION JOINT

S-101

450.50'

GRADE

C L R ø 2

#4 TIES @ 12"

O.C., TYP.

(6) CONT. #6 BARS

2" CLR.

Approved:

U.S. Department of Veterans Affairs

ARCHITECT OF RECORDCONSULTANTS

Project Director

Revisions: Date:

Office of Construction and Facilities Management

VA FORM 08 - 6231

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

8 9

GENERAL PLAN NOTES

1. FOUNDATIONS ARE MEASURED TO TOP OF

FOOTINGS FROM GRADE ELEVATION AND ARE

INDICATED ON THE DRAWINGS, THUS:

T.O.F. (X'-XX")

KEY PLAN: NTS

NOT FOR CONSTRUCTION

AREA OF

WORK

LANDSCAPE ARCHITECT

Pashek + MTR, LTD 412-321-6362

CIVIL & STRUCTURAL ENGINEER

KCI Technologies INC.

302-731-9176

MEP ENGINEER

Design-Aire Engineering 317-464-9090

IRRIGATION DESIGNER

Aqua Engineering, INC.

970-229-9668

STAMP

Drawing Title Phase

BID DOCUMENTS

839CM3028

839CM3030

Columbarium, Facility Renovation, Improvements And Repairs, And

Pre-placed Crypts

Project Number

Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701

Checked Drawn

2020-05-22

Location:

Issue Date

Building Number

Drawing Number

Project Title

COLUMBARIUM AND FLAG POLE

FOUNDATION

S-101

NAMPDB

1/4" = 1'-0"2

COLUMBARIUM PLAN VIEW

3/4" = 1'-0"3

COLUMBARIUM SECTION

3/4" = 1'-0"4

PIER SECTION

1/4" = 1'-0"1

FOUNDATION/BASE WALL PLAN

COLUMBARIUM - ISOMETRIC VIEW

FLAG POLE - ISOMETRIC VIEW

1/2" = 1'-0"5

FLAG POLE FOUNDATION

3/4" = 1'-0"6

FLAG POLE FOUNDATION SECTION

NORTH

1' - 10"

LENGTH VARIES, SEE LS-101 AND LS-102 FOR EXTENT OF REPAIR

S-102

S-102 T.O.F. (-1'-8")

UPHILLDOWNHILL

LENGTH VARIES, SEE LS-101 AND LS-102 FOR EXTENT OF REPAIR

PLACE A 1/2" EXPANSION JOINT AT ONE

SIDE OF WALL CORNER AND SPACE

OUTWARD ALONG WALL AT 40'-0" MAX

O.C. ALL JOINTS TO BE LOCATED AT

INFERFACE OF PIER AND WALL.

CONCRETE FOUNDATION, SEE

PLAN FOR T.O.F. ELEVATIONS

EXISTING GRADE,

SEE CIVIL

GRADING PLANS

PLACE SLIP-SET STABILIZERS AT

ELEVATIONS OF HORIZONTAL

REINFORCING AT INTERFACE OF

PIER AND WALL

ELEVATION NOTES:

1. LIGHTER LINEWORK REPRESENTS RECESSED BRICKS PLACED FURTHER INTO THE WALL. DARKER LINEWORK REPRESENTS THE

PORTIONS OF THE WALL THAT JUT OUT AND THE PILLARS.

2. REFER TO LS-602 FOR BRICK COURSING AND LAYOUT.

' - 2

PIER CAP

PIER

WALL HEADER

WALL UPPER

RECESSED BOARDER

RECESSED

PIER BASE

WALL BASE

2' - 10"

EXISTING

GRADE

RECESSED…

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File details come from the government source that posted it. Updated Jul 23, 2020.