36C10F19R0056-008.pdf
PDF Posted
- Solicitation number
- 36C10F19R0056
About this file
This is a revised pre-solicitation notice for a design-bid-build construction project to enable continued burial services at the Jefferson Barracks National Cemetery in St. Louis, Missouri. The Department of Veterans Affairs intends to set aside this project 100% for Service Disabled Veteran Owned Small Businesses. The solicitation number is 36C10F19R0056 and will be issued on January 7, 2020. It will be conducted as a best value with tradeoffs procurement and posted on beta.sam.gov where amendments will also be made available. Offerors must be registered in the System for Award Management and Vendor Information Pages to be considered. The point of contact listed can provide additional details by email.
36C10F19R0056 S02 JBNC_BID DOCUMENTS_10.31.2019_Part4.pdf
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 36C10F19R0056-0002006.pdf | ||
| 36C10F19R0056-0002001.pdf | ||
| 36C10F19R0056-0002005.dwg | DWG drawing | |
| 36C10F19R0056-0002000.docx | DOCX document | |
| 36C10F19R0056-0002002.dwg | DWG drawing | |
| 36C10F19R0056-0002003.pdf | ||
| 36C10F19R0056-0002004.dwg | DWG drawing | |
| 36C10F19R0056-0001005.pdf | ||
| 36C10F19R0056-0001003.docx | DOCX document | |
| 36C10F19R0056-0001004.pdf | ||
| 36C10F19R0056-0001000.docx | DOCX document | |
| 36C10F19R0056-0001006.docx | DOCX document | |
| 36C10F19R0056-0001001.docx | DOCX document | |
| 36C10F19R0056-0001002.docx | DOCX document | |
| 36C10F19R0056-005.pdf | ||
| 36C10F19R0056-002.docx | DOCX document | |
| 36C10F19R0056-003.docx | DOCX document | |
| 36C10F19R0056-009.pdf | ||
| 36C10F19R0056-006.pdf | ||
| 36C10F19R0056-007.pdf | ||
| 36C10F19R0056-004.docx | DOCX document | |
| 36C10F19R0056-001.docx | DOCX document |
Show all 22
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
SCALE: 1" = 1'-0"
WALL SECTION - HEIGHT @ 14' MAX. (BOTTOM FOOTING - TOP WALL)
S-504
1+2
S-504
S-502
SCALE: 1" = 1'-0"
WALL SECTION - HEIGHT @ 16.5' MAX. (BOTTOM FOOTING - TOP WALL)
S-504
1+2
S-504
S-502
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
Office of Construction and Facilities Management
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
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
JEFFERSON BARRACKS NATIONAL
CEMETERY EXPANSION, PHASE 5
2900 Sheridan Rd, St. Louis, MO Project Director
October 31, 2019Revisions: Date:
CONSULTANTCONSULTANTCONSULTANTCONSULTANT
N/A
Environment & Infrastructure Solutions, Inc.
1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144
(770) 421-3400
Atriax Pllc
102 3rd Avenue N.E.
Hickory, NC 28601
828-315-9962
Corp. License - 2019014628
Aqua Engineering Inc.
375 E. Horsetooth Road, Building 2-202
Fort Collins, CO 80525-3196
657PC2313.23M
ofDwg. 81
MSD PROJECT NUMBER: 19MSD-00241
MSD BASEMAP: 30H2 AND 30G
John Gallup & Associates, LLC 3225 Shallowford Road NE Suite 830 Marietta, GA 30062 770.321.4040
JG&A
Corp. License FL001428603
MMHJM 61
S-503
RETAINING WALL DETAILS 3 OF 5
AutoCAD SHX Text 12"
AutoCAD SHX Text 1/8"
AutoCAD SHX Text
1'-6" MIN
AutoCAD SHX Text
NOTE: USE FOR WALLS 10' TO 14'
AutoCAD SHX Text
TOW EL PER S-400 SHEETS
AutoCAD SHX Text
GRADE EL PER S-401 TO S-403
AutoCAD SHX Text C.J.
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
CONCRETE WALL
AutoCAD SHX Text
3" MIN. CLEAR AT FOOTING STEP TYP.
AutoCAD SHX Text
TOPSOIL DEPTH PER LANDSCAPING DWGS. (TYP.)
AutoCAD SHX Text
MAX.
AutoCAD SHX Text
SEE
AutoCAD SHX Text
FOR BACKFILL REQUIREMENTS (TYP.)
AutoCAD SHX Text 5"
AutoCAD SHX Text
VARIES 4" MIN.
AutoCAD SHX Text
#5@12" DWL.
AutoCAD SHX Text
WEEP @ 32" O.C. TYP.
AutoCAD SHX Text
CUT STONE BASE
AutoCAD SHX Text
RAIN SCREEN DRAINAGE MAT. TYP.
AutoCAD SHX Text
3/8" GROUT JT (TYP)
AutoCAD SHX Text
LIMESTONE VENEER
AutoCAD SHX Text
DOVETAIL ANCHOR SLOT. OFFSET FROM VERT. REBAR 2" MIN. CLEAR (TYP.)
AutoCAD SHX Text 4@12"
AutoCAD SHX Text 8 - #4
AutoCAD SHX Text
DECORATIVE RAILING SEE SHEET S-501
AutoCAD SHX Text W.P.
AutoCAD SHX Text
RAIL POST SOCKET PER DETAIL
AutoCAD SHX Text C.J.
AutoCAD SHX Text #5@12" E.F.
AutoCAD SHX Text
GEOCOMPOSITE WALL DRAIN SEE NOTE 12 ON S-001
AutoCAD SHX Text 1'-7 1/2"
AutoCAD SHX Text
#5@12" DWL.
AutoCAD SHX Text
GRAVEL BACKFILL WITH PERF. UNDERDRAIN (W/ FABRIC SOCK). HOLES DOWN (TYP.)
AutoCAD SHX Text #6@6"
AutoCAD SHX Text
#6@6" DWL.
AutoCAD SHX Text #6@12"
AutoCAD SHX Text
BOTTOM OF CONCRETE FOOTING EL PER S-401 TO S-403
AutoCAD SHX Text
2 - #6 BARS
AutoCAD SHX Text #6@12"
AutoCAD SHX Text
CONCRETE MOW STRIP SEE DETAIL 3/S-505
AutoCAD SHX Text
SHELF EL PER S-400 SH.
AutoCAD SHX Text
GRADE EL PER S-400 SHEETS
AutoCAD SHX Text 12"
AutoCAD SHX Text 1/8"
AutoCAD SHX Text
2'-6" MIN
AutoCAD SHX Text
NOTE: USE FOR WALLS 14' TO 16.5'
AutoCAD SHX Text
TOW EL PER S-400 SHEETS
AutoCAD SHX Text
GRADE EL PER S-401 TO S-403
AutoCAD SHX Text C.J.
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
CONCRETE WALL
AutoCAD SHX Text
3" MIN. CLEAR AT FOOTING STEP TYP.
AutoCAD SHX Text
TOPSOIL DEPTH PER LANDSCAPING DWGS. (TYP.)
AutoCAD SHX Text
MAX.
AutoCAD SHX Text
SEE
AutoCAD SHX Text
FOR BACKFILL REQUIREMENTS (TYP.)
AutoCAD SHX Text 5"
AutoCAD SHX Text
VARIES 4" MIN.
AutoCAD SHX Text
#5@12" DWL.
AutoCAD SHX Text
WEEP @ 32" O.C. TYP.
AutoCAD SHX Text
CUT STONE BASE
AutoCAD SHX Text
RAIN SCREEN DRAINAGE MAT. TYP.
AutoCAD SHX Text
3/8" GROUT JT (TYP)
AutoCAD SHX Text
LIMESTONE VENEER
AutoCAD SHX Text
DOVETAIL ANCHOR SLOT. OFFSET FROM VERT. REBAR 2" MIN. CLEAR (TYP.)
AutoCAD SHX Text 4@12"
AutoCAD SHX Text 8 - #4
AutoCAD SHX Text
DECORATIVE RAILING SEE SHEET S-501
AutoCAD SHX Text W.P.
AutoCAD SHX Text
RAIL POST SOCKET PER DETAIL
AutoCAD SHX Text C.J.
AutoCAD SHX Text #5@12"
AutoCAD SHX Text
GEOCOMPOSITE WALL DRAIN SEE NOTE 12 ON S-001
AutoCAD SHX Text 1'-7 1/2"
AutoCAD SHX Text
#5@12" DWL.
AutoCAD SHX Text
GRAVEL BACKFILL WITH PERF. UNDERDRAIN (W/ FABRIC SOCK). HOLES DOWN (TYP.)
AutoCAD SHX Text #7@6"
AutoCAD SHX Text
#7@6" DWL.
AutoCAD SHX Text #6@12"
AutoCAD SHX Text
BOTTOM OF CONCRETE FOOTING EL PER S-401 TO S-403
AutoCAD SHX Text
2 - #6 BARS
AutoCAD SHX Text #7@12"
AutoCAD SHX Text
CONCRETE MOW STRIP SEE DETAIL 3/S-505
AutoCAD SHX Text
SHELF EL PER S-400 SH.
AutoCAD SHX Text
GRADE EL PER S-400 SHEETS
AutoCAD SHX Text #5@12"
NOT TO SCALE
TYPICAL RETAINING WALLS - FILL SECTION
NOT TO SCALE
SECTION AT RETAINING WALL PILASTER
NOT TO SCALE
PLAN DETAIL AT RAIL POST SOCKET
NOT TO SCALE
SECTION-DETAIL AT RAIL POST SOCKET
S-504
NOT TO SCALE
TYPICAL RETAINING WALLS - CUT SECTION
1 MAX
NOT TO SCALE
RETAINING WALL - ENGINEERED FILL & BACKFILL
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
Office of Construction and Facilities Management
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
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
JEFFERSON BARRACKS NATIONAL
CEMETERY EXPANSION, PHASE 5
2900 Sheridan Rd, St. Louis, MO Project Director
October 31, 2019Revisions: Date:
CONSULTANTCONSULTANTCONSULTANTCONSULTANT
N/A
Environment & Infrastructure Solutions, Inc.
1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144
(770) 421-3400
Atriax Pllc
102 3rd Avenue N.E.
Hickory, NC 28601
828-315-9962
Corp. License - 2019014628
Aqua Engineering Inc.
375 E. Horsetooth Road, Building 2-202
Fort Collins, CO 80525-3196
657PC2313.23M
ofDwg. 81
MSD PROJECT NUMBER: 19MSD-00241
MSD BASEMAP: 30H2 AND 30G
John Gallup & Associates, LLC 3225 Shallowford Road NE Suite 830 Marietta, GA 30062 770.321.4040
JG&A
Corp. License FL001428603
RETAINING WALL DETAILS 4 OF 5
MMHJM 62
S-504
AutoCAD SHX Text
CRYPT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CTRD.
AutoCAD SHX Text 1/8
AutoCAD SHX Text
CAP EXTENDS AT PILASTER
AutoCAD SHX Text O.D.
AutoCAD SHX Text I.D.
AutoCAD SHX Text 3/16
AutoCAD SHX Text 3/16
AutoCAD SHX Text
TYP
AutoCAD SHX Text
CAP EXTENDS AT PILASTER
AutoCAD SHX Text C.J.
AutoCAD SHX Text
PER WALL SECTION
AutoCAD SHX Text
PER WALL SECTION
AutoCAD SHX Text
PER WALL SECTION
AutoCAD SHX Text W.P.
AutoCAD SHX Text
BURIAL SYSTEMS (TYP.)
AutoCAD SHX Text
WALL SECTIONS
AutoCAD SHX Text
WALL SECTIONS
AutoCAD SHX Text 9"
AutoCAD SHX Text 12"
AutoCAD SHX Text
AutoCAD SHX Text S-504
AutoCAD SHX Text GENERAL NOTES: 1. PRIOR TO ANY EXCAVATION IN THE PROPOSED CONSTRUCTION PRIOR TO ANY EXCAVATION IN THE PROPOSED CONSTRUCTION AREAS, THE CONTRACTOR SHALL ERECT THE TEMPORARY FENCE WITH EROSION CONTROL TO PROTECT THE ADJACENT, EXISTING BURIAL AREAS. 2. CONTRACTOR SHALL CAREFULLY CONTROL AND LIMIT EXCAVATION CONTRACTOR SHALL CAREFULLY CONTROL AND LIMIT EXCAVATION IN THIS AREA TO AVOID DISTURBING THE EXISTING GROUND ON EITHER SIDE OF THE PROPOSED RETAINING WALLS. 3. CONTRACTOR SHALL PROVIDE TEMPORARY SWALES, DITCH CHECKS CONTRACTOR SHALL PROVIDE TEMPORARY SWALES, DITCH CHECKS AND OTHER EROSION CONTROL MEASURES TO AVOID DAMAGE TO THE EXISTING CEMETERY. 4. THE BACKFILL BEHIND RETAINING WALLS SHALL BE GRANULAR THE BACKFILL BEHIND RETAINING WALLS SHALL BE GRANULAR BACKFILL TO THE LIMITS SHOWN AS A MINIMUM. 5. ALL BACKFILL AND COMPACTION INCLUDING TOPSOIL SHALL BE ALL BACKFILL AND COMPACTION INCLUDING TOPSOIL SHALL BE COMPLETED PRIOR TO START OF STONE VENEER INSTALLATION. 6. DAMP PROOF FULL HEIGHT OF WALL IN CONTACT WITH BACKFILL DAMP PROOF FULL HEIGHT OF WALL IN CONTACT WITH BACKFILL AND SOIL. 7. EMBED. PIPE I.D. SHALL BE POST O.D. +7/8" MIN. AND NOT EMBED. PIPE I.D. SHALL BE POST O.D. +7/8" MIN. AND NOT LESS THAN REQUIRED BY ANCHOR CEMENT MFR. 8. PROVIDE GROUT DAM TO OVER BUILD FLOWABLE LATEX ANCHOR PROVIDE GROUT DAM TO OVER BUILD FLOWABLE LATEX ANCHOR CEMENT STRIP DAM AND TOOL FOR NEAT BEVELED APPEARANCE. 9. PROVIDE A 1/4" DIAMETER WEEP ABOVE TOP OF CONCRETE CAP. PROVIDE A 1/4" DIAMETER WEEP ABOVE TOP OF CONCRETE CAP. ENSURE GROUT FILLS POST TO THE WEEP HOLE.
AutoCAD SHX Text
CONT. FOOTING KEY PER S-502 & S-503
AutoCAD SHX Text
WALL BEYOND
AutoCAD SHX Text
4 - #6 DWLS.
AutoCAD SHX Text
GRADE EL PER S-401 TO S-403
AutoCAD SHX Text
WALL BEYOND
AutoCAD SHX Text
EDGE OF CAP BEYOND
AutoCAD SHX Text
4 - #4 AT PILASTER CAP
AutoCAD SHX Text
2 - #4 (1T&1B) AT PILASTER CAP
AutoCAD SHX Text FOR WALL CAP, REINF. CONT. EXCEPT DISCONT. AT EJ-DISCONT. HALF OF BARS AT CONTROL JOINTS
AutoCAD SHX Text
RAILING
AutoCAD SHX Text
RAIL/POST SOCKET BEYOND PER DETAIL
AutoCAD SHX Text
GRADE EL PER S-401 TO S-403
AutoCAD SHX Text
#4 TIE SETS
AutoCAD SHX Text
12 - #6 VERTS (4 E.F.)
AutoCAD SHX Text
4 - #7 DWLS.
AutoCAD SHX Text
REINF. PER S-502
AutoCAD SHX Text
EXISTING GROUND LINE
AutoCAD SHX Text
MINIMIZE EXCAVATION LIMITS
AutoCAD SHX Text
CONCRETE MOW STRIP SEE DETAIL 3, S-505
AutoCAD SHX Text
NEW GRADE EL PER S-401 TO S-403
AutoCAD SHX Text
CONCRETE PILASTER BEYOND
AutoCAD SHX Text
LIMESTONE VENEER
AutoCAD SHX Text
12" TOPSOIL
AutoCAD SHX Text
SEE SITE GRADING PLANS FOR GRADING ADJACENT TO RETAINING WALLS (TYP.)
AutoCAD SHX Text
DAMP PROOF SEE NOTE 6
AutoCAD SHX Text
GEOCOMPOSITE WALL DRAIN SEE NOTE 12 ON S-001
AutoCAD SHX Text
GRANULAR BACKFILL SEE NOTE 19 ON S-001
AutoCAD SHX Text GRANULAR DRAINAGE MATERIAL PLACED ON GEOFABRIC MODOT GRADE 4 SEE NOTE 18 ON S-001
AutoCAD SHX Text
4" HDPE LATERAL CRYPT UNDERDRAIN PIPE
AutoCAD SHX Text
6" HDPE PERIMETER CRYPT UNDERDRAIN PIPE
AutoCAD SHX Text
CONCRETE FOOTING PER S-502 & S-503
AutoCAD SHX Text
SEE WALL SECTIONS FOR UNDERDRAIN PIPE AND SEE NOTE 20 ON S-001
AutoCAD SHX Text
UNDISTURBED SUBGRADE
AutoCAD SHX Text
BACKFILL OVER EXCAVATION BELOW TOP OF FOOTING WITH CONCRETE
AutoCAD SHX Text
LIMESTONE VENEER BELOW
AutoCAD SHX Text
8' DIA. STD. WT PIPE SS EMBED
AutoCAD SHX Text
REBAR T&B
AutoCAD SHX Text
REBAR T&B
AutoCAD SHX Text
PL 3/16
AutoCAD SHX Text
2'-0" WIDE CAP
AutoCAD SHX Text
FACE OF CONCRETE WALL BELOW
AutoCAD SHX Text
TIE
AutoCAD SHX Text LATEX ANCHOR CEMENT-OVERFILL AND TOOL TO SLOPE AND DRAIN WITH A NEAT & CONSISTENT FINISH
AutoCAD SHX Text
POST-SEE ELEVATION FOR TYPE AND SIZE
AutoCAD SHX Text
EMBED SLEEVE
AutoCAD SHX Text
SLOPE TO DRAIN
AutoCAD SHX Text
STONE FACE
AutoCAD SHX Text
MSRY ANCHOR KEYWAY EMBED.
AutoCAD SHX Text
WALL
AutoCAD SHX Text
PL 3/16" SS
AutoCAD SHX Text
LATEX ANCHOR CEMENT NOTE 8
AutoCAD SHX Text
NTS 2 1/2" ALUMINUM POST OR 4" TUBE ALUMINMUM POST
AutoCAD SHX Text AT 4" T.S. USE 8" DIA. STD WT PIPE SS. AT 2 1/2", 6" DIA. EXTRA STRONG x0-6 SS. PIPE EMBED. SEE NOTE 7SEE NOTE 7
AutoCAD SHX Text 2 PL 3/16"x2 1/2"x0-2 1/2" SS
AutoCAD SHX Text
3/4" DIA. HOLE
AutoCAD SHX Text
C.I.P. CAP CAP SEE SECTION FOR REINF. AND OTHER INFORMATION NOT SHOWN
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
POST & EMBED SLEEVE C
AutoCAD SHX Text
EX. CRYPT
AutoCAD SHX Text
BURIAL SYSTEMS (TYP.)
AutoCAD SHX Text
EXISTING GROUND LINE
AutoCAD SHX Text
MINIMIZE EXCAVATION LIMITS
AutoCAD SHX Text
CONCRETE MOW STRIP SEE DETAIL 3, S-505
AutoCAD SHX Text
NEW GRADE EL PER S-401 TO S-403
AutoCAD SHX Text
CONCRETE PILASTER BEYOND
AutoCAD SHX Text
LIMESTONE VENEER
AutoCAD SHX Text
12" TOPSOIL
AutoCAD SHX Text
SEE SITE GRADING PLANS FOR GRADING ADJACENT TO RETAINING WALLS (TYP.)
AutoCAD SHX Text
DAMP PROOF SEE NOTE 6
AutoCAD SHX Text
GEOCOMPOSITE WALL DRAIN SEE NOTE 12 ON S-001
AutoCAD SHX Text
GRANULAR BACKFILL SEE NOTE 19 ON S-001
AutoCAD SHX Text
4" HDPE LATERAL CRYPT UNDERDRAIN PIPE
AutoCAD SHX Text
6" HDPE PERIMETER CRYPT UNDERDRAIN PIPE
AutoCAD SHX Text
CONCRETE FOOTING PER S-502 & S-503
AutoCAD SHX Text
SEE WALL SECTIONS FOR UNDERDRAIN PIPE AND SEE NOTE 20 ON S-001
AutoCAD SHX Text
UNDISTURBED SUBGRADE
AutoCAD SHX Text
BACKFILL OVER EXCAVATION BELOW TOP OF FOOTING WITH CONCRETE
AutoCAD SHX Text CONTRACTOR SHALL INSTALL SHORING ADJACENT TO EXISTING CRYPTS TO CONSTRUCT RETAINING WALLS
AutoCAD SHX Text
2' REINFORCED CONCRETE SWALE
AutoCAD SHX Text NOTES: 1. REFER TO S-101, S-102 AND S-103 FOR REINFORCED CONCRETE SWALE REFER TO S-101, S-102 AND S-103 FOR REINFORCED CONCRETE SWALE LOCATION.
AutoCAD SHX Text
2' REINFORCED CONCRETE SWALE
AutoCAD SHX Text
1/4" DIAMETER WEEP HOLE NOTE 9
AutoCAD SHX Text
GRANULAR BACKFILL
AutoCAD SHX Text
CONCRETE RETAINING WALL. SEE PLAN & SECTIONS
AutoCAD SHX Text
GRANULAR ENG. FILL MATERIAL PER GEOTECHNICAL REPORT
AutoCAD SHX Text
COMPACTED SUBGRADE PER GEOTECHNICAL REPORT
ENGINEERED FILL NOTE: A MINIMUM OF THREE (3) FEET OF ENGINEERED FILL IS RECOMMENDED BELOW ALL FOOTINGS. THE SUBGRADE SOILS SHOULD BE REMOVED TO A MINIMUM DEPTH OF THREE (3) FEET AND A MINIMUM OF TWO(2) FEET HORIZONTALLY BEYOND THE EDGE OF THE FOOTINGS. THE SOILS SHOULD BE REPLACED AS ENGINEERED FILL, CONDITIONED TO NEAR OPTIMUM MOISTURE CONTENT AND COMPACTED. AREAS OF LOSE OR UNSTABLE SOILS MAY BE ENCOUNTERED AT FOUNDATION BEARING DEPTH AFTER EXCAVATION IS COMPLETED FOR FOOTINGS. WHEN SUCH CONDITIONS EXIST BENEATH PLANNED FOOTINGS AREAS, THE SUBGRADE SOILS SHOULD BE SURFICIALLY COMPACTED PRIOR TO PLACEMENT OF THE FOUNDATION SYSTEM. IF SUFFICIENT COMPACTION CANNOT BE ACHIEVED IN-PLACE, THE SOFT SOILS SHOULD BE REMOVED AND REPLACED AS ENGINEERED FILL. THE OVEREXCAVATION AND BACKFILL PROCEDURE IS DESCRIBED IN THE FIGURE.
NOT TO SCALE
CONCRETE MOW STRIP (TYP.)
NOT TO SCALE
WALL ELEVATION AT CONTRACTION JOINT (C.J.) - TYP.
NOT TO SCALE
WALL ELEVATION AT EXPANSION JOINT (E.J.) - TYP.
NOT TO SCALE
CURVED FOUNDATION LAYOUT CRITERIA (TYP.)
NOT TO SCALE
RADIUS FOOTING REINFORCING LAYOUT (TYP.)
S-502
S-502
LAP
LENGTH
L A
P
L E
N G
T H
LA
P
LE
N
G T
H
(M
IN
S T
A G
G E
R
A
LT
E R
N A
T E
LA
P
S
NOT TO SCALE
REINFORCED CONCRETE SWALE
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
Office of Construction and Facilities Management
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
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
JEFFERSON BARRACKS NATIONAL
CEMETERY EXPANSION, PHASE 5
2900 Sheridan Rd, St. Louis, MO Project Director
October 31, 2019Revisions: Date:
CONSULTANTCONSULTANTCONSULTANTCONSULTANT
N/A
Environment & Infrastructure Solutions, Inc.
1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144
(770) 421-3400
Atriax Pllc
102 3rd Avenue N.E.
Hickory, NC 28601
828-315-9962
Corp. License - 2019014628
Aqua Engineering Inc.
375 E. Horsetooth Road, Building 2-202
Fort Collins, CO 80525-3196
657PC2313.23M
ofDwg. 81
MSD PROJECT NUMBER: 19MSD-00241
MSD BASEMAP: 30H2 AND 30G
John Gallup & Associates, LLC 3225 Shallowford Road NE Suite 830 Marietta, GA 30062 770.321.4040
JG&A
Corp. License FL001428603
MMHJM 63
S-505
RETAINING WALL DETAILS 5 OF 5
AutoCAD SHX Text
RETAINING WALL (TYP.)
AutoCAD SHX Text
SOIL BACKFILL PER SPECS
AutoCAD SHX Text
FOR FINISHED GRADE, SEE CIVIL SHEETS
AutoCAD SHX Text
BACKER ROD & SEALANT
AutoCAD SHX Text
CONC. MOW STRIP (TYP.)
AutoCAD SHX Text
SLOPE 2%%%
AutoCAD SHX Text
BOF
AutoCAD SHX Text
TOF
AutoCAD SHX Text
SHELF
AutoCAD SHX Text NO JOINT IN FOOTING AT CONTRACTION JOINT ALL LONGITUDINAL BARS ARE CONTINUOUS IN FOOTING
AutoCAD SHX Text SEE SECTIONS FOR REINFORCING AND OTHER INFORMATION IN WALLS AND FOOTINGS NOT SHOWN HERE
AutoCAD SHX Text
HORIZONTAL WALL REINFORCEMENT (TYP.)
AutoCAD SHX Text
CAST IN PLACE CAP REINFORCEMENT PER SECTION
AutoCAD SHX Text
BOF
AutoCAD SHX Text
TOF
AutoCAD SHX Text
SHELF
AutoCAD SHX Text
SMOOTH DOWELS
AutoCAD SHX Text NO JOINT IN FOOTING AT CONTRACTION JOINT ALL LONGITUDINAL BARS ARE CONTINUOUS IN FOOTING
AutoCAD SHX Text
SEE SECTIONS FOR DOWELS AND OTHER INFORMATION NOT SHOWN
AutoCAD SHX Text
SEE PLAN, DETAILS & SECTIONS FOR REINF. NOT SHOWN
AutoCAD SHX Text
PILASTER CHAMFER NOT SHOWN FOR CLARITY
AutoCAD SHX Text
C.I.P. CAP REINF. PER SECTION
AutoCAD SHX Text
NO SMOOTH DOWELS IN CAP
AutoCAD SHX Text
EDGE OF FOOTING
AutoCAD SHX Text
WALL GRID LINE
AutoCAD SHX Text
PILASTER (TYP.)
AutoCAD SHX Text
W.P. COORDINATES PER PLAN (TYP.)
AutoCAD SHX Text W.P.
AutoCAD SHX Text W.P.
AutoCAD SHX Text
DIMENSION ON PIER SECTION
AutoCAD SHX Text
R (OUTSIDE) = R+A
AutoCAD SHX Text
R (INSIDE) = R-B
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text
DIMENSION ON WALL SECTION
AutoCAD SHX Text
EDGE OF FOOTING
AutoCAD SHX Text
TOW EL PER ELEVATION
AutoCAD SHX Text W.P.
AutoCAD SHX Text
FORMED CONTRACTION JOINT SEE DETAIL
AutoCAD SHX Text
FACE OF PILASTER CAP
AutoCAD SHX Text
REINFORCEMENT PER SECTION (TYP.)
AutoCAD SHX Text FIELD CUT (4) INTERIOR HORIZONTAL BARS IN CAP. (4) O.F. BARS SHALL REMAIN CONTINUOUS.
AutoCAD SHX Text
FORMED CONTRACTION JOINT SEE DETAIL
AutoCAD SHX Text
ALTERNATE BAR CONTINUOUS E.F.
AutoCAD SHX Text
TOP & BOTTOM OUTER MOST PER SECTION
AutoCAD SHX Text
TOP & BOTTOM INNER MOST PER SECTION
AutoCAD SHX Text
LOCATE WALL & PIER DOWELS PER PLAN & SECTION
AutoCAD SHX Text
R (OUTSIDE) = R+A
AutoCAD SHX Text
R (INSIDE) = R-B
AutoCAD SHX Text
4 - # 4 REBAR EQUALLY SPACED
AutoCAD SHX Text
MIN. 1% SLOPE IN CHANNEL
AutoCAD SHX Text
4 - # 4 REBAR AT 12" O.C.
AutoCAD SHX Text
8" COMPACTED SUBGRADE
AutoCAD SHX Text
4" AGGREGATE BASE COURSE
AutoCAD SHX Text
RETAINING WALL
AutoCAD SHX Text
3" CLEAR SPACE
AutoCAD SHX Text
CENTER REINFORCING
NOTE: 1. REFER TO DETAIL 2/S-504 FOR SWALE LOCATION.REFER TO DETAIL 2/S-504 FOR SWALE LOCATION.
John Gallup & Associates, LLC 3225 Shallowford Road NE Suite 830 Marietta, GA 30062 770.321.4040
JG&A
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
Office of Construction and Facilities Management
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
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
2900 Sheridan Rd, St. Louis, MO Project Director
OCTOBER 31, 2019Revisions: Date:
CONSULTANTCONSULTANTCONSULTANTCONSULTANT
N/A
Environment & Infrastructure Solutions, Inc.
1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144
(770) 421-3400
Atriax Pllc
102 3rd Avenue N.E.
Hickory, NC 28601
Aqua Engineering Inc.
375 E. Horsetooth Road, Building 2-202
Fort Collins, CO 80525-3196
657PC2313.23M
ofDwg.
JDL CCT
IR001
MSD PROJECT NUMBER: 19MSD-00241
MSD BASEMAP: 30H2 AND 30G
JEFFERSON BARRACKS NATIONAL
CEMETERY EXPANSION
PHASE 5 A & B
C e r t i f i e d
I r r i g at io n
D e s i g n e r
I
R
R
I
G
A
T
I
O
N
A S
S
O
C
I
A
T
I
O
N
CID
J
O
H
N
D
LE
O
N
A
R
D
10/31/2019
IRRIGATION SYSTEM DESIGN APPROACH
LEGEND
Q
A
S
2"
B
W
M
IRRIGATION NOTES AND LEGEND
GENERAL NOTES
IRRIGATION FLAG NOTES
IRRIGATION ADD ALTERNATE
mailto:dsalvador@aquaengr.com AutoCAD SHX Text THE EXISTING IRRIGATION SYSTEM WILL BE EXPANDED TO IRRIGATE ONLY NEW BURIAL SECTIONS CONSISTING OF 11 IRRIGATED ACRES. CONNECTIONS WILL BE MADE TO THE EXISTING IRRIGATION MAINLINE PIPE STUB OUTS. NEW MAINLINE PIPE, SUBMAIN PIPE, LATERAL PIPE, REMOTE CONTROL VALVES, ISOLATION GATE VALVES, POP-UP SPRAY AND ROTOR SPRINKLERS WILL BE INSTALLED TO IRRIGATE THE NEW AREAS. MAINLINE PIPE AND VALVES PVC PIPE TO MATCH THE EXISTING IS USED FOR MAINLINE. ON THE EAST SIDE IRRIGATION MAINLINE PIPING WILL BE ROUTED FROM THE EXISTING MAINLINE PIPE STUB OUTS TO THE EXPANSION BURIAL SECTIONS THAT ARE TO BE AUTOMATICALLY IRRIGATED. ON THE WEST SIDE THE PIPE WILL CONNECT TO THE EXISTING MAIN IN ORDER FOR THE NEW CONTROLLER TO HAVE A BACKFLOW, MASTER VALVE AND FLOW SENSOR. THE PIPE WILL EITHER PARALLEL THE PERIMETER ROAD OR BE ROUTED AT THE BACK OF THE BURIAL SECTIONS. WHEN INSTALLED ON ONE SIDE OF THE ROAD, THE MAINLINE WILL CROSS UNDER THE ROAD AS NEEDED TO ACCOMMODATE THE IRRIGATION SYSTEM ON THE OPPOSITE OF THE ROAD. WHEN LOCATED PARALLEL TO THE ROAD, THE MAINLINE WILL BE 3-FEET FROM BACK OF ROAD EDGE OR CURB TO AVOID CONFLICTS WITH TREES. MAINLINE IS INSTALLED AT A MINIMUM DEPTH OF 30-INCHES TO TOP OF PIPE. MAINLINE PIPE IS SIZED USING A COMPUTERIZED HYDRAULIC MODEL THAT ALLOWS THE PIPE TO BE OPTIMIZED BASED ON THE ASSUMED MAXIMUM FLOW OPERATING SCENARIO. MAINLINE COMPONENTS INCLUDE ISOLATION GATE VALVE ASSEMBLY; QUICK COUPLING VALVE ASSEMBLY AND AIR VACUUM RELIEF VALVE ASSEMBLY. ISOLATION GATE VALVE ASSEMBLY (IGV) - ALLOWS SECTIONS OF THE MAINLINE TO BE SEPARATED FOR MAINTENANCE PURPOSES. AN IGV CAN ALSO BE USED TO TERMINATE MAINLINE PIPE FOR PHASED CONSTRUCTION. IGVS ARE SIZED TO MATCH THE MAINLINE PIPE SIZE. QUICK COUPLING VALVE ASSEMBLY (QCV) - PROVIDES THE CONNECTION FOR THE MANUAL WATERING OR OTHER MAINTENANCE OPERATIONS. QCVS WILL HAVE KEYS THAT ARE COMPATIBLE WITH IRRIGATION HOSES AND ARE TYPICALLY SIZED 1-INCH. BECAUSE OF THE EXISTING MANUAL WATERING SYSTEM, IT IS ANTICIPATED THAT ONLY A MINIMAL NUMBER OF QVCS WILL BE USED IN AREAS THAT CANNOT BE CURRENTLY REACHED. QCVS ARE RATED FOR 200 PSI. AIR VACUUM RELIEF VALVE ASSEMBLY (AVR) - ALLOWS AIR TO ESCAPE THE MAINLINE PIPE WHEN FILLING OR AIR TO ENTER WHEN DRAINING. AVR WILL BE INSTALLED AT HIGH POINT(S) IN THE MAINLINE. AVR ARE TYPICALLY SIZED 2-INCH. IRRIGATION MAINLINE WILL SUPPLY WATER FOR THE FLOWER WATER STATION HYDRANTS. HYDRANTS WILL BE P0ROVIDED AN ADJUSTABLE PRESSURE REGULATOR AND INDIVIDUAL CURB STOP SHUT-OFF VALVES FOR WINTERIZATION. ALL ASSEMBLIES ARE INSTALLED IN A PLASTIC VALVE BOXES WITH THE LIDS BRANDED TO IDENTIFY THE ASSEMBLY. BRANDING IS AS REQUIRED BY VA STANDARD SPECIFICATIONS. SPRINKLERS AND LATERALS: A BLOCK STYLE IRRIGATION SYSTEM TO MATCH EXISTING IRRIGATION SYSTEM IS RECOMMENDED. THE SYSTEM WILL USE SOLENOID ACTIVATED REMOTE CONTROL VALVES (RCV) AND NON-CONSTANT PRESSURIZED LATERAL PIPE TO THE SPRINKLERS. RCVS WILL BE PLASTIC VALVES RATED AT 200 PSI HAVING FLOW CONTROL AND PRESSURE REGULATION CAPABILITIES. RCVS ARE TYPICALLY SIZED 2-INCH. THE RCV VALVES WILL BE INSTALLED IN A PLASTIC VALVE BOX WITH THE LID BRANDED TO IDENTIFY THE STATION AND STATION NUMBER OF THE VALVE AND TAGGED/LABELED WITH THE STATION AND STATION NUMBER IN THE BOX AS WELL. NON-CONSTANT PRESSURE LATERAL PIPE DOWNSTREAM REMOTE CONTROL VALVES TO THE SPRINKLERS IS PVC AND SIZED SUCH THAT THERE IS LESS THAN A 10% OF AVAILABLE PRESSURE FRICTION LOSS BETWEEN THE REMOTE CONTROL VALVE AND THE MOST DISTANT SPRINKLER. BURIAL DEPTH IS 18-INCHES. IN BURIAL AREAS THE LATERAL PIPE WILL BE ROUTED WITHIN IRRIGATION AISLES AT A SPACING BETWEEN 48-63 FEET. ALL ROTARY, AND SPRAY SPRINKLERS WILL HAVE PLASTIC BODIES. ROTARY SPRINKLERS WILL BE GEAR DRIVEN WITH STAINLESS STEEL RISERS. SPRAY SPRINKLERS WILL HAVE INTEGRAL CHECK VALVES AND PRESSURE REGULATION. CONTROL SYSTEM INSTALL NEW IRRIGATION CONTROLLER AT LOCATION INDICATED, POWER FROM THE ADJACENT RESTROOM WILL BE USED. THIS CONTROLLER WILL BE FOR THE ENTIRE EXPANSION. THE EXISTING SOLAR CONTROLLER WILL BE REMOVED AND TURNED OVER TO THE CEMETERY. THE EXISTING MASTER VALVE WILL BE RENOVATED TO ENABLE FLOW SENSING AND WILL COMMUNICATE WITH THE IRRIGATION CONTROLLER. PROVIDE AUTOMATED RAIN SHUT OFF FOR THE CONTROLLER. THE CONTROLLER REQUIRES A 120 VAC POWER SOURCE. LOW VOLTAGE WIRING IS ROUTED FROM THE CONTROLLER TO THE REMOTE CONTROL VALVE SOLENOIDS AT THE REMOTE CONTROL VALVES AND IS SIZED EITHER 14 OR 12 AWG.
AutoCAD SHX Text MAINLINE PIPE EXISTING MAINLINE PIPE SLEEVING POINT-OF-CONNECTION (P.O.C.) MAINLINE CAP/STUB OUT ISOLATION GATE VALVE ASSEMBLY REMOTE CONTROL VALVE ASSEMBLY QUICK COUPLING VALVE ASSEMBLY AIR VACUUM RELIEF VALVE ASSEMBLY ISOLATION ANGLE VALVE ASSEMBLY FLOWER WATER STATION POP-UP ROTOR SPRINKLER HUNTER I-25 @ 80 PSI *SYMBOL WITH HALO AROUND IT IS FULL CIRCLE, SYMBOL WITHOUT IS PART CIRCLE *NUMBER WITHIN IS NOZZLE NOZZLE FLOW(GPM) RADIUS(FEET) FLOW(GPM) RADIUS(FEET) RADIUS(FEET) 18 18 63 18 63 63 POP-UP SPRINKLER: HUNTER PRO-SPRAY @ 30 PSI RADIUS: 5' FLOW (GPM): Q - 0.10 H - 0.20 F - 0.41 5' FLOW (GPM): Q - 0.10 H - 0.20 F - 0.41 FLOW (GPM): Q - 0.10 H - 0.20 F - 0.41 RADIUS: 8' FLOW (GPM): Q - 0.26 H - 0.52 F - 1.05 8' FLOW (GPM): Q - 0.26 H - 0.52 F - 1.05 FLOW (GPM): Q - 0.26 H - 0.52 F - 1.05 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 EXISTING SOLAR IRRIGATION CONTROLLER TO BE REMOVED NEW TWO WIRE CONTROLLER, 120 VAC FLOW SENSOR TWO-WIRE CABLE WEATHER STATION SOIL MOISTURE SENSOR SOIL MOISTURE SENSOR CABLE INDICATES CONTROLLER AND CONTROLLER STATION NUMBER INDICATES LATERAL DISCHARGE IN GPM INDICATES REMOTE CONTROL VALVE SIZE IN INCHES EXISTING BACKFLOW PREVENTION DEVICE EXISTING MASTER VALVE/FLOW SENSOR NOTE: ALL SHADED IRRIGATION COMPONENTS ARE EXISTING. ALL SHADED IRRIGATION COMPONENTS ARE EXISTING.
AutoCAD SHX Text
1. THE SYSTEM DESIGN HAS A MINIMUM DYNAMIC PRESSURE FOR THE IRRIGATION SYSTEM OF 100 PSI AND A FLOW OF 200 GPM AT THE EXISTING MIANLINE 4-INCH POINTS OF CONNECTION. 2. READ THOROUGHLY AND BECOME FAMILIAR WITH THE SPECIFICATIONS AND INSTALLATION DETAILS FOR THIS AND RELATED WORK PRIOR TO CONSTRUCTION. CONFIRM EXACT LIMITS OF IRRIGATED AREA AND ALL EXISTING AND FUTURE HARDSCAPE AND BURIAL AREAS PRIOR TO CONSTRUCTION. 3. DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING, OR IF DISCREPANCIES IN CONSTRUCTION DETAILS, LEGEND, NOTES, OR SPECIFICATIONS ARE DISCOVERED. BRING ALL SUCH OBSTRUCTIONS OR DISCREPANCIES TO THE ATTENTION OF THE RE/COR. 4. THE DRAWINGS ARE DIAGRAMMATIC. THEREFORE, THE FOLLOWING SHOULD BE NOTED: A. IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE PLANTING AREAS FOR CLARITY. B. AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING MATERIALS, ARCHITECTURAL FEATURES, STORM DRAINS, AND SIGNS. C. INSTALL IRRIGATION PIPE AND WIRING IN LANDSCAPED AREAS WHENEVER POSSIBLE. 5. SELECT NOZZLES FOR ROTARY SPRINKLERS WHICH PROVIDE COMPLETE AND ADEQUATE COVERAGE IF SITE CONDITIONS ARE NOT AS SHOWN. CAREFULLY ADJUST THE RADIUS OF THROW AND ARC OF EACH ROTARY SPRINKLER TO PROVIDE THE BEST PERFORMANCE AND MINIMIZE OVERSPRAY. 6. WITH REGARD TO PIPE SIZING, THE FOLLOWING SHOULD BE NOTED: IF A SECTION OF UNSIZED PIPE IS LOCATED BETWEEN TWO IDENTICALLY SIZED SECTIONS, THE UNSIZED PIPE IS THE SAME NOMINAL SIZE AS THE TWO SIZED SECTIONS. THE UNSIZED PIPE SHOULD NOT BE CONFUSED WITH THE DEFAULT PIPE SIZE NOTED IN THE LEGEND. 7. CONTRACTOR IS RESPONSIBLE FOR FINAL VALVE BOX AND SPRINKLER ELEVATION IN RELATION TO THE SURROUNDING FINAL GRADE.
AutoCAD SHX Text EXCAVATE AND EXPOSE CAPPED LATERAL PIPE IN APPROXIMATE LOCATION SHOWN. CUT CAPPED LATERAL PIPE END AND INSTALL SOLVENT WELD SCH. 40 PVC COUPLING. ROUTE NEW LATERAL PIPE FROM COUPLING AS INDICATED. COORDINATE CONNECTION WITH THE CONTRACTING OFFICER REPRESENTATIVE ON SITE PRIOR TO CONSTRUCTION. EXCAVATE AND EXPOSED CAPPED MAINLINE PIPE STUB OUT IN APPROXIMATE LOCATION SHOWN. REMOVE THRUST BLOCK OR JOINT RESTRAIN AND DUCTILE IRON PLUG. INSTALL DUCTILE IRON COUPLING AND ROUTE NEW MAINLINE AS INDICATED. RESTRAIN COUPLING WITH JOINT RESTRAINT. COORDINATE CONNECTION WITH THE RESIDENT ENGINEER ON SITE PRIOR TO CONSTRUCTION. DO NOT DISRUPT EXISTING IRRIGATION FOR A PERIOD OF LONGER THAN 3 DAYS. INFORM RESIDENT ENGINEER 7 DAYS IN ADVANCE OF MAKING CONNECTIONS TO EXISTING IRRIGATION MAINLINE. ROUTE IRRIGATION MAINLINE PIPE 3-FEET FROM EDGE OF PAVEMENT. INSTALL VALVE BOXES ON MAINLINE PIPE PERPENDICULAR TO THE EDGE OF PAVEMENT AND MAINTAIN A UNIFORM DISTANCE OF APPROXIMATELY 2-FEET FROM THE VALVE BOX TO THE EDGE OF PAVEMENT. COORDINATE MAINLINE ROUTING AND VALVE BOX LOCATIONS WITH THE RESIDENT ENGINEER ON SITE PRIOR TO CONSTRUCTION. INSTALL NEW FLOWER WATER STATION AT LOCATION INDICATED INSTALLED ON NEW CONCRETE PAD PER THE IRRIGATION DETAILS. EXCAVATE AND EXPOSE EXISTING MAINLINE PIPE AT APPROXIMATE LOCATION INDICATED. INSTALL RESTRAINED TEE AND CONNECT TO NEW IRRIGATION MAINLINE AS SHOWN. PROTECT EXISTING TWO-WIRE DECODER CABLE WIRES. DO NOT DISRUPT EXISTING IRRIGATION FOR A PERIOD OF LONGER THAN 3 DAYS. INFORM RE/COR 7 DAYS IN ADVANCE OF MAKING CONNECTIONS TO EXISTING IRRIGATION MAINLINE. DOCUMENT AND SUBMIT AS SHOP DRAWINGS EACH CONNECTION ON THE FIELD DRAWINGS AND IN PHOTOS. RENOVATE EXISTING 3-INCH BERMAD IR-910-MO-RX PILOT VALVE PLUMBING AND CONVERT TO NORMALLY CLOSED PER SPECIFICATIONS. ROUTE NEW TW0-WIRE CABLE TO NEW IRRIGATION CONTROLLER FROM FLOW SENSOR. CONNECT NEW WIRE TO EXISTING TWO WIRE DECODER CABLE AT EXISTING REMOTE CONTROL VALVE. EXTEND TO NEW REMOTE CONTROL VALVES AND CONTROLLER. IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE OF THE PLANTING AREA FOR CLARITY ONLY. INSTALL ALL IRRIGATION COMPONENTS IN LANDSCAPED AREA AND NOT IN GRAVE SITES OR HARDSCAPE. REMOVE EXISTING SOLAR CONTROLLER AND RELATED EQUIPMENT. TURN OVER EQUIPMENT TO CEMETERY. PROPERLY DISPOSE OF CONCRETE BASE AND FILL HOLES LEFT BY REMOVAL OF COMPONENTS. EXCAVATE AND EXPOSE EXISTING TWO-WIRE DECODER CABLE. CAP PER MANUFACTURERS RECOMMENDATIONS IN SEPARATE VALVE BOX. INSTALL TWO WIRE DECODER SURGE PROTECTION AND GROUNDING AT THE REMOTE CONTROL VALVE ASSEMBLY INDICATED. LAYOUT BASED ON CONTROL SYSTEM MANUFACTURER'S RECOMMENDATIONS. INSTALL NEW CONTROLLER AT LOCATION SHOWN. MAINTAIN CLEARANCE OFF RESTROOM BUILDING. COORDINATE INSTALLATION OF POWER WIRE WITH ELECTRICAL CONTRACTOR. WEATHER STATION TO BE LOCATED ABOVE EXISTING WALL, MIDWAY BETWEEN EXISTING SPRAY SPRINKLERS ALONG THE WALL AND EXISTING ROTARY SPRINKLERS FOR BURIAL SECTIONS. CENTER WEATHER STATION BETWEEN TWO HALF CIRCLE SPRAY SPRINKLER. RE/COR TO APPROVE LOCATION PRIOR TO INSTALLATION.
ADD ALTERNATE: CHANGE EXISTING IN DOUBLE CHECK VALVE BACKFLOW PREVENTER IN VAULT TO ABOVE GROUND REDUCED PRESSURE ZONE ASSEMBLY BACKFLOW PREVENTION DEVICE. NEW LOCAL HEALTH CODE REQUIRED THE REDUCED PRESSURE ZONE ASSEMBLY. REMOVE EXISTING DOUBLE CHECK VALVE AND REPLACE WITH PIPE SPOOL PIECE.
SEC 1BB
SEC 1Y
T
Y P
M
Q
Q
Q
Q
Q
Q
B
B
B
Q
B
B
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
8"
8"
4"
4"
4"
4"
PROTECT EXISTING SPRINKLERS
DURING RETAINING WALL
CONSTRUCTION, REPAIR OR
REPLACE AS NECESSARY
REFER TO ADD ALTERNATE REGARDING
REPLACEMENT OF EXISTING BACKFLOW
PREVENTION DEVICE.
SEE INSTALLATION DETAIL THIS SHEET
PROTECT EXISTING SPRINKLERS
DURING RETAINING WALL
CONSTRUCTION, REPAIR OR
REPLACE AS NECESSARY
2.5"
2.5"
2"
1.25"
2.5" 2"
2"
1.25"
1.25"
1.25"
1.25"
1.25"
3"
1.25"
2.5"
2.5"
2"
1.25"
2.5"
1.25"
2.5"
2"
1.25"
3"
2.5"
2.5"
2"
1.25"
2.5"
2.5"
1.25"
2"
1.25"
1.25"
SEC 1RR
B61
2"
B60
1.5"
B65
2"
B63
2"
B62
2"
Q
B64
1.5"
Q
SEC 1BB
SEC 1Y
SEC 1QQ
SEC 1PP
SEC 1RR
SEC 1NN
T
Y P
T
Y P
T
Y P
T
Y P
" 4
Q
Q
1"4
1"2
1"4
1"4
"2
1"4
1"2
"4
1 "2
1 "4
"2
1 "4
" 1
1 "4
"4
1 "4
" 2
Q
1"2
1 "2
1"2
1"4
1"4
1"2
1"4
1 "2
M
1"4
Q
1"2
1 "4
2 1
1"4
1"2
1"4
1 "4
1 "4
1"2
1"4
1"4
1"2
1 "4
1"4
1 "4
1"4
1 "4
1 "4
"2
1"4
1 "4
1"4
"4
Q
1 "2
1 "2
1"4
1"4
1"2
"4
4 2
1 "4
4 1
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
" 3
B
B
B
" 1
1 "4
1"4
Q
B
B
1"4
1"2
2 2
1"4
" 2
1"4
1"4
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
4"
4"
4"
4"
4"
REMOVE AISLE AND ADD IN
BURIALS, REMOVE BURIALS IN
FRONT OF TO MOVE CLOSER
TO CURB
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
2.5"
2.5"
2"
1.25"
1.25"
2.5"
2.5"
2"
1.25"
1.25"
2.5"
1.25"
2.5"
2"
1.25"
3"
3"
2.5"
2.5"
2"
1.25"
2.5"
2.5"
2"
1.25"
2"
2"
1.25"
3"
3"
1.25"
2.5"
2"
1.25"
2.5"
2.5"
1.25"
1.25"
2.5"
2.5"
2"
1.25"
1.25"
2.5"
2.5"
1.25"
1.25"
2.5"
2.5" 2"
1.25"
2.5"
1.25"
2"
1.25"
1.25"
3"
3"
2.5"
2"
1.25"
1.25"
2.5"
2.5"
2"
1.25"
3"
2.5"
1.25"
1.25"
2.5"
2"
1.25"
2.5"
2"
1.25"
1.25"
2"
1.25"
PROTECT EXISTING SPRINKLERS
DURING RETAINING WALL
CONSTRUCTION, REPAIR OR
REPLACE AS NECESSARY
REMOVE EXISTING SOLAR
CONTROLLER. VERIFY
ELECTRIC OPERATION OF
EXISTING VALVES BEFORE
AND AFTER REMOVAL.
REFER TO ADD ALTERNATE REGARDING
REPLACEMENT OF EXISTING BACKFLOW
PREVENTION DEVICE.
SEE INSTALLATION DETAIL THIS SHEET
PROTECT EXISTING SPRINKLERS
DURING RETAINING WALL
CONSTRUCTION, REPAIR OR
REPLACE AS NECESSARY
2"
1.25"
2"
2"
1.25"
3"
3"
2.5"
2.5"
2"
1.25"
1.25"
2"
1.25"
2.5"
2.5"
2"
1.25"
2.5"
1.25"
2"
1.25"
1.25"
2.5"
1.25"
2.5"
2" 1.25"
1.25"
2.5"
2.5"
2"
1.25"
2.5"
2.5"
2"
2"
1.25"
3"
3"
2.5"
2.5"
2"
2"
1.25"
SEC 1SS
SEC 1PP
1"
1"
2.5"
2.5"
2"
1.25"
2.5" 2"
2"
1.25"
1.25"
1.25"
1.25"
1.25"
3"
1.25"
2.5"
2.5"
2"
1.25"
2.5"
1.25"
2.5"
2"
1.25"
3"
2.5"
2.5"
2"
1.25"
2.5"
2.5"
1.25"
2"
1.25"
1.25"
6 Sleeves ~ Total Length: 244 ( 167 of 2" )( 77 of 8" )
Communication Cable ~ Total Length: 668 ( 668 of 1" )
Lateral ~ Total Length: 7814 ( 2660 of 1.25" )( 1905 of 2" )( 2806 of 2.5" )( 442 of 3" )
Mainline ~ Total Length: 3479 ( 54 of 0" )( 778 of 1" )( 2647 of 4" )
Existing Mainline ~ Total Length: 7580 ( 36 of 0" )( 4895 of 4" )( 2649 of 8" )
Controller ~ Total: 3
Hunter I-25 ~ Nozzle: 18 ~ Radius: 63 ~ Flow: 18.2 ~ Pressure: 80 ~ Count: 63
Hunter I-25 ~ Nozzle: 18 ~ Radius: 63 ~ Flow: 18.2 ~ Pressure: 80 ~ Count: 62
Air Vacuum Relief ~ Total: 4
Isolation Gate Valve ~ Total: 15
Remote Control Valve ~ Total: 33
Isolation Angle Valve ~ Total: 10
Soil Moisture Sensor ~ Total: 2
Quick Coupler Valve ~ Total: 19
SEC 1RR
2"
1.25"
2.5"
2.5"
1.25"
2"
2"
1.25"
1.25"
1.25"
1.5"
1.25"
1.25"
Q
B
18 18
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
B72
2"
B73
2"
B74
2"
B91
2"
B92
2"
B93
2"
B94
1.5"
B68
1.5"
B69
2"
B70
2"
B71
2"
B77
2"
B76
2"
B75
2"
B80
1.5"
B79
1.5"
B78
2"
B90
2"
B89
1.5"
B88
2"
B87
2"
B84
2"
B85
1.5"
B86
2"
B81
1.5"
B82
1.5"
-B83
1.5"
B61
2"
B60
1.5"
B65
2"
B63
2"
B62
2"
Q
Q
Q
A
S
S
B64
1.5"
B
S
Q
Q
W
B67
1"
B66
2"
ABANDON EXISTING FLOW
SENSOR WIRE ALONG BACK
AND PROVIDE FOR
DEMOLITION TO EXISTING
SPRINKLERS ON BOTH SIDES
OF WALL
CUT AND CAP EXISTING MAINLINE
CUT AND CAP EXISTING MAINLINE
SEC 1Y
Q
Q
Q
IRRIGATION PLAN 1 OF 3
MATCHLINE SEE SHEET IR-103
John Gallup & Associates, LLC 3225 Shallowford Road NE Suite 830 Marietta, GA 30062 770.321.4040
JG&A
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
Office of Construction and Facilities Management
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
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
2900 Sheridan Rd, St. Louis, MO Project Director
OCTOBER 31, 2019Revisions: Date:
CONSULTANTCONSULTANTCONSULTANTCONSULTANT
N/A
Environment & Infrastructure Solutions, Inc.
1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144
(770) 421-3400
Atriax Pllc
102 3rd Avenue N.E.
Hickory, NC 28601
Aqua Engineering Inc.
375 E. Horsetooth Road, Building 2-202
Fort Collins, CO 80525-3196
657PC2313.23M
ofDwg.
JDL CCT
IR101
MSD PROJECT NUMBER: 19MSD-00241
MSD BASEMAP: 30H2 AND 30G
JEFFERSON BARRACKS NATIONAL
CEMETERY EXPANSION
PHASE 5 A & B
C e r t i f i e d
I r r i g at io n
D e s i g n e r
I
R
R
I
G
A
T
I
O
N
A S
S
O
C
I
A
T
I
O
N
CID
J
O
H
N
D
LE
O
N
A
R
D
10/31/2019
IRRIGATION PLAN
DEMOLITION PLAN
FLOW
A
B
C
D E
F
G
H I
J
I
A. BACKFLOW PREVENTER ENCLOSURE (SIZE
AS NEEDED)
B. FLANGED MOUNTED REDUCED PRESSURE
PRINCIPLE BACKFLOW PREVENTOR WITH
OPTIONAL VALVE SETTER (MJ X FL)
C. FLANGED STEEL PIPE SECTION (LENGTH AS
REQUIRED,1 OF 2)
D. WRAP PIPE AT PENETRATION WITH 1/4" FELT
OR SLEEVE WITH CLASS 200 PVC
E. 4" THICK 3000 PSI CONCRETE BASE
F. FINISH GRADE/TOP OF MULCH
G. COMPACTED SUBGRADE
H. MECHANICAL JOINT FITTING WITH
TRANSITION GASKET AND MEGA-LUGS
I. EXISTING DUCTILE IRON PIPE
J. VALVE SETTER (MJ X FL, SUPPLIED WITH
BACKFLOW DEVICE)
NOTES:
1. EXTEND CONCRETE BASE MINIMUM 6" BEYOND ENCLOSURE.
2. FURNISH NOMINAL SIZE PIPE AND FITTINGS TO NOMINAL SIZE OF BACKFLOW PREVENTER.
3. INSTALLATION OF BACKFLOW PREVENTER SHALL COMPLY WITH ALL APPLICABLE LOCAL AND STATE CODES.
4. SUBMIT SHOP DRAWINGS SPECIFYING ENCLOSURE SIZE AND SHOWING RELATIVE LAYOUT OF EQUIPMENT.
BACKFLOW PREVENTION DEVICE
ASSEMBLY
N.T.S.
IRRIGATION ADD ALTERNATE
AutoCAD SHX Text
KEY MAP
AutoCAD SHX Text
IR-102
AutoCAD SHX Text
IR-101
AutoCAD SHX Text
IR-103
AutoCAD SHX Text 0'
AutoCAD SHX Text 1"=30'-0"
AutoCAD SHX Text 20'
AutoCAD SHX Text 10'
AutoCAD SHX Text 40'
AutoCAD SHX Text 30'
AutoCAD SHX Text 50'
AutoCAD SHX Text 60' mailto:dsalvador@aquaengr.com
ADD ALTERNATE: CHANGE EXISTING IN DOUBLE CHECK VALVE BACKFLOW PREVENTER IN VAULT TO ABOVE GROUND REDUCED PRESSURE ZONE ASSEMBLY BACKFLOW PREVENTION DEVICE. NEW LOCAL HEALTH CODE REQUIRED THE REDUCED PRESSURE ZONE ASSEMBLY. REMOVE EXISTING DOUBLE CHECK VALVE AND REPLACE WITH PIPE SPOOL PIECE.
Q
Q
4"
4"
REMOVE EXISTING SOLAR
CONTROLLER. VERIFY
ELECTRIC OPERATION OF
EXISTING VALVES BEFORE
AND AFTER REMOVAL.
SEC 1SS
Q
A
SEC 1BB
SEC 1Y
SEC 1QQ
SEC 1PP
SEC 1RR
SEC 1NN
T
Y P
T
Y P
T
Y P
T
Y P
" 4
Q
Q
"4
" 2
1"4
1 "2
1 "4
1"4
1"4
1"4
1"2
1"2
1"4
1"4
1 "4
" 1
1"4
4 2
1 "4
1 "4
1"4
" 2
Q
1"2
1"2
1 "4
1"4
1"2
1"2
M
1 "4
1"4
1"4
Q
1"2
1"2
1"4
1"2
2 1
"4
1"2
1"4
1"2
"4
1"4
1"4
1"2
1"4
1"4
1 "2
1"4
1"4
1"2
Q 3
1"2
1"4
1"4
1"4
1"4
1"4
1"2
4 1
1 "4
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
" 3
B
B
B
" 2
1"4
1"4
Q
B
B
1 "4
"4
1 "2
"4
" 2
"2
1 "4
1"4
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
4"
4"
4"
4"
4"
REMOVE AISLE AND ADD IN
BURIALS, REMOVE BURIALS IN
FRONT OF TO MOVE CLOSER
TO CURB
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4" 4"
4"
4"
4"
4"
4"
4"
4"
2.5"
2.5"
2"
1.25"
1.25"
2.5"
2.5"
2"
1.25"
1.25"
2.5"
1.25"
2.5"
2"
1.25"
3"
3"
2.5"
2.5"
2"
1.25"
2.5"
2.5"
2"
1.25"
2"
2"
1.25"
3"
3"
1.25"
2.5"
2"
1.25"
2.5"
2.5"
1.25"
1.25"
2.5"
2.5"
2"
1.25"
1.25"
2.5"
2.5"
1.25"
1.25"
2.5"
2.5"
2"
1.25"
2.5"
1.25"
2"
1.25"
1.25"
3"
3"
2.5"
2"
1.25"
1.25"
2.5"
2.5"
2"
1.25"
3"
2.5"
1.25"
1.25"
2.5"
2"
1.25"
2.5"
2"
1.25"
1.25"
2"
1.25"
PROTECT EXISTING SPRINKLERS
DURING RETAINING WALL
CONSTRUCTION, REPAIR OR
REPLACE AS NECESSARY
REMOVE EXISTING SOLAR
CONTROLLER. VERIFY
ELECTRIC OPERATION OF
EXISTING VALVES BEFORE
AND AFTER REMOVAL.
REFER TO ADD ALTERNATE REGARDING
REPLACEMENT OF EXISTING BACKFLOW
PREVENTION DEVICE.
SEE INSTALLATION DETAIL THIS SHEET
PROTECT EXISTING SPRINKLERS
DURING RETAINING WALL
CONSTRUCTION, REPAIR OR
REPLACE AS NECESSARY
2"
1.25"
2"
2"
1.25"
3"
3"
2.5"
2.5"
2"
1.25"
1.25"2"
1.25"
2.5"
2.5"
2"
1.25"
2.5"
1.25"2"
1.25"
1.25"
2.5"
1.25"
2.5"
2"
1.25"
1.25"
2.5"
2.5"
2"
1.25"
2.5"
2.5"
2"
2"
1.25"
3"
3"
2.5"
2.5"
2"
2"
1.25"
SEC 1SS
SEC 1PP
1"
1"
2.5"
2.5"
2"
1.25"
2.5" 2"
2"
1.25"
1.25"
1.25"
1.25"
1.25"
3"
1.25"
2.5"
2.5"
2"
1.25"
2.5"
1.25"
2.5"
2"
1.25"
3"
2.5"
2.5"
2"
1.25"
2.5"
2.5" 1.25"
2"
1.25"
1.25"
6 Sleeves ~ Total Length: 244 ( 167 of 2" )( 77 of 8" )
Communication Cable ~ Total Length: 668 ( 668 of 1" )
Lateral ~ Total Length: 7814 ( 2660 of 1.25" )( 1905 of 2" )( 2806 of 2.5" )( 442 of 3" )
Mainline ~ Total Length: 3479 ( 54 of 0" )( 778 of 1" )( 2647 of 4" )
Existing Mainline ~ Total Length: 7580 ( 36 of 0" )( 4895 of 4" )( 2649 of 8" )
Controller ~ Total: 3
Hunter I-25 ~ Nozzle: 18 ~ Radius: 63 ~ Flow: 18.2 ~ Pressure: 80 ~ Count: 63
Hunter I-25 ~ Nozzle: 18 ~ Radius: 63 ~ Flow: 18.2 ~ Pressure: 80 ~ Count: 62
Air Vacuum Relief ~ Total: 4
Isolation Gate Valve ~ Total: 15
Remote Control Valve ~ Total: 33
Isolation Angle Valve ~ Total: 10
Soil Moisture Sensor ~ Total: 2
Quick Coupler Valve ~ Total: 19
SEC 1RR
2"
1.25"
2.5"
2.5"
1.25"
2"
2"
1.25"
1.25"
1.25"
1.5"
1.25"
1.25"
Q
B
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
B72
2"
B73
2"
B74
2"
B91
2"
B92
2"
B93
2"
B94
1.5"
B68
1.5"
B69
2"
B70
2"
B71
2"
B77
2"
B76
2"
B75
2"
B80
1.5"
B79
1.5"
B78
2"
B90
2"
B89
1.5"
B88
2"
B87
2"
B84
2"
B85
1.5"
B86
2"
B81
1.5"
-B82
1.5"
-B83
1.5"
B61
2"
B60
1.5"
B65
2"
B63
2"
B62
2"
Q
Q
Q
A
S
S
B64
1.5"
B
S
Q
Q
W
B67
1"
B66
2"
John Gallup & Associates, LLC 3225 Shallowford Road NE Suite 830 Marietta, GA 30062 770.321.4040
JG&A
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
Office of Construction and Facilities Management
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
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
2900 Sheridan Rd, St. Louis, MO Project Director
OCTOBER 31, 2019Revisions: Date:
CONSULTANTCONSULTANTCONSULTANTCONSULTANT
N/A
Environment & Infrastructure Solutions, Inc.
1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144
(770) 421-3400
Atriax Pllc
102 3rd Avenue N.E.
Hickory, NC 28601
Aqua Engineering Inc.
375 E. Horsetooth Road, Building 2-202
Fort Collins, CO 80525-3196
657PC2313.23M
ofDwg.
JDL CCT
IR102
MSD PROJECT NUMBER: 19MSD-00241
MSD BASEMAP: 30H2 AND 30G
JEFFERSON BARRACKS NATIONAL
CEMETERY EXPANSION
PHASE 5 A & B
C e r t i f i e d
I r r i g at io n
D e s i g n e r
I
R
R
I
G
A
T
I
O
N
A S
S
O
C
I
A
T
I
O
N
CID
J
O
H
N
D
LE
O
N
A
R
D
10/31/2019
IRRIGATION PLAN 2 OF 3
M A
T C
H L I N
E
S
E
S
H E
T
I R
AutoCAD SHX Text
MAINTENANCE YARD
mailto:dsalvador@aquaengr.com AutoCAD SHX Text 0'
AutoCAD SHX Text 1"=30'-0"
AutoCAD SHX Text 20'
AutoCAD SHX Text 10'
AutoCAD SHX Text 40'
AutoCAD SHX Text 30'
AutoCAD SHX Text 50'
AutoCAD SHX Text 60'
AutoCAD SHX Text
KEY MAP
AutoCAD SHX Text
IR-102
AutoCAD SHX Text
IR-101
IR-103
T
Y P
Q
Q
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
REMOVE AISLE AND ADD IN
BURIALS, REMOVE BURIALS IN
FRONT OF TO MOVE CLOSER
TO CURB
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
2.5"
2.5"
2"
1.25"
1.25"
2.5"
2.5"
2"
1.25"
1.25"
2.5"
1.25"
2.5"
2"
1.25"
3"
3"
2.5"
2.5"
2"
1.25"
2.5"
2.5"
2"
1.25"
2"
2"
1.25"
3"
3"
1.25"
2.5"
2"
1.25"
2.5"
2.5"
1.25"
1.25"
2.5"
2.5"
2"
1.25"
1.25"
2.5"
2.5"
1.25"
1.25"
2.5"
2.5"
2"
1.25"
2.5"
1.25"
2"
1.25"
1.25"
3"
3"
2.5"
2"
1.25"
1.25"
2.5"
2.5"
2"
1.25"
3"
2.5"
1.25"
1.25"
2.5"
2"
1.25"
2.5"
2"
1.25"
1.25"
2"
1.25"
2"
1.25"
2"
2"
1.25"
3"
3"
2.5"
2.5"
2"
1.25"
1.25"
2"
1.25"
2.5"
2.5"
2"
1.25"
2.5"
1.25"
2"
1.25"
1.25"
2.5"
1.25"
2.5"
2"
1.25"
1.25"
2.5"
2.5"
2"
1.25"
2.5"
2.5"
2"
2"
1.25"
3"
3"
2.5"
2.5"
2"
2"
1.25"
SEC 1SS
SEC 1PP
1"
1"
2"
1.25"
2.5"
2.5"
1.25"
2"
2"
1.25"
1.25"
1.25"
1.5"
1.25"
1.25"
Q
B
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
B72
2"
B73
2"
B74
2"
B91
2"
B92
2"
B93
2"
B94
1.5"
B68
1.5"
B69
2"
B70
2"
B71
2"
B77
2"
B76
2"
B75
2"
B80
1.5"
B79
1.5"
B78
2"
B90
2"
B89
1.5"
B88
2"
B87
2"
B84
2"
B85
1.5"
B86
2"
B81
1.5"
B82
1.5"
B83
1.5"
Q
Q
S
S
W
B67
1"
B66
2"
SEC 1BB
SEC 1Y
SEC 1QQ
SEC 1PP
SEC 1RR
SEC 1NN
T
Y P
T
Y P
T
Y P
T
Y P
" 4
Q
Q
1"4
1"2
1"4
1"4
"2
1"4
1"2
"4
1 "2
1 "4
"2
1 "4
" 1
1 "4
"4
1 "4
" 2
Q
1"2
1 "2
1"2
1"4
1"4
1"2
1"4
1 "2
M
1"4
Q
1"2
1 "4
2 1
1"4
1"2
1"4
1 "4
1 "4
1"2
1"4
1"4
1"2
1 "4
1"4
1 "4
1"4
1 "4
1 "4
"2
1"4
1 "4
1"4
"4
Q
1 "2
1 "2
1"4
1"4
1"2
"4
4 2
1 "4
4 1
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
" 3
B
B
B
" 1
1 "4
1"4
Q
B
B
1"4
1"2
2 2
1"4
" 2
1"4
1"4
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
4"
4"
4"
4"
4"
REMOVE AISLE AND ADD IN
BURIALS, REMOVE BURIALS IN
FRONT OF TO MOVE CLOSER
TO CURB
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
2.5"
2.5"
2"
1.25"
1.25"
2.5"
2.5"
2"
1.25"
1.25"
2.5"
1.25"
2.5"
2"
1.25"
3"
3"
2.5"
2.5"
2"
1.25"
2.5"
2.5"
2"
1.25"
2"
2"
1.25"
3"
3"
1.25"
2.5"
2"
1.25"
2.5"
2.5"
1.25"
1.25"
2.5"
2.5"
2"
1.25"
1.25"
2.5"
2.5"
1.25"
1.25"
2.5"
2.5" 2"
1.25"
2.5"
1.25"
2"
1.25"
1.25"
3"
3"
2.5"
2"
1.25"
1.25"
2.5"
2.5"
2"
1.25"
3"
2.5"
1.25"
1.25"
2.5"
2"
1.25"
2.5"
2"
1.25"
1.25"
2"
1.25"
PROTECT EXISTING SPRINKLERS
DURING RETAINING WALL
CONSTRUCTION, REPAIR OR
REPLACE AS NECESSARY
REMOVE EXISTING SOLAR
CONTROLLER. VERIFY
ELECTRIC OPERATION OF
EXISTING VALVES BEFORE
AND AFTER REMOVAL.
REFER TO ADD ALTERNATE REGARDING
REPLACEMENT OF EXISTING BACKFLOW
PREVENTION DEVICE.
SEE INSTALLATION DETAIL THIS SHEET
PROTECT EXISTING SPRINKLERS
DURING RETAINING WALL
CONSTRUCTION, REPAIR OR
REPLACE AS NECESSARY
2"
1.25"
2"
2"
1.25"
3"
3"
2.5"
2.5"
2"
1.25"
1.25"
2"
1.25"
2.5"
2.5"
2"
1.25"
2.5"
1.25"
2"
1.25"
1.25"
2.5"
1.25"
2.5"
2" 1.25"
1.25"
2.5"
2.5"
2"
1.25"
2.5"
2.5"
2"
2"
1.25"
3"
3"
2.5"
2.5"
2"
2"
1.25"
SEC 1SS
SEC 1PP
1"
1"
2.5"
2.5"
2"
1.25"
2.5" 2"
2"
1.25"
1.25"
1.25"
1.25"
1.25"
3"
1.25"
2.5"
2.5"
2"
1.25"
2.5"
1.25"
2.5"
2"
1.25"
3"
2.5"
2.5"
2"
1.25"
2.5"
2.5"
1.25"
2"
1.25"
1.25"
6 Sleeves ~ Total Length: 244 ( 167 of 2" )( 77 of 8" )
Communication Cable ~ Total Length: 668 ( 668 of 1" )
Lateral ~ Total Length: 7814 ( 2660 of 1.25" )( 1905 of 2" )( 2806 of 2.5" )( 442 of 3" )
Mainline ~ Total Length: 3479 ( 54 of 0" )( 778 of 1" )( 2647 of 4" )
Existing Mainline ~ Total Length: 7580 ( 36 of 0" )( 4895 of 4" )( 2649 of 8" )
Controller ~ Total: 3
Hunter I-25 ~ Nozzle: 18 ~ Radius: 63 ~ Flow: 18.2 ~ Pressure: 80 ~ Count: 63
Hunter I-25 ~ Nozzle: 18 ~ Radius: 63 ~ Flow: 18.2 ~ Pressure: 80 ~ Count: 62
Air Vacuum Relief ~ Total: 4
Isolation Gate Valve ~ Total: 15
Remote Control Valve ~ Total: 33
Isolation Angle Valve ~ Total: 10
Soil Moisture Sensor ~ Total: 2
Quick Coupler Valve ~ Total: 19
SEC 1RR
2"
1.25"
2.5"
2.5"
1.25"
2"
2"
1.25"
1.25"
1.25"
1.5"
1.25"
1.25"
Q
B
18 18
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
B72
2"
B73
2"
B74
2"
B91
2"
B92
2"
B93
2"
B94
1.5"
B68
1.5"
B69
2"
B70
2"
B71
2"
B77
2"
B76
2"
B75
2"
B80
1.5"
B79
1.5"
B78
2"
B90
2"
B89
1.5"
B88
2"
B87
2"
B84
2"
B85
1.5"
B86
2"
B81
1.5"
B82
1.5"
-B83
1.5"
B61
2"
B60
1.5"
B65
2"
B63
2"
B62
2"
Q
Q
Q
A
S
S
B64
1.5"
B
S
Q
Q
W
B67
1"
B66
2"
John Gallup & Associates, LLC 3225 Shallowford Road NE Suite 830 Marietta, GA 30062 770.321.4040
JG&A
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
Office of Construction and Facilities Management
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
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
2900 Sheridan Rd, St. Louis, MO Project Director
OCTOBER 31, 2019Revisions: Date:
CONSULTANTCONSULTANTCONSULTANTCONSULTANT
N/A
Environment & Infrastructure Solutions, Inc.
1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144
(770) 421-3400
Atriax Pllc
102 3rd Avenue N.E.
Hickory, NC 28601
Aqua Engineering Inc.
375 E. Horsetooth Road, Building 2-202
Fort Collins, CO 80525-3196
657PC2313.23M
ofDwg.
JDL CCT
IR103
MSD PROJECT NUMBER: 19MSD-00241
MSD BASEMAP: 30H2 AND 30G
JEFFERSON BARRACKS NATIONAL
CEMETERY EXPANSION
PHASE 5 A & B
C e r t i f i e d
I r r i g at io n
D e s i g n e r
I
R
R
I
G
A
T
I
O
N
A S
S
O
C
I
A
T
I
O
N
CID
J
O
H
N
D
LE
O
N
A
R
D
10/31/2019
IRRIGATION PLAN 3 OF 3
M A
T C
H L I N
E
S
H E
I
MATCHLINE SEE SHEET IR-101
AutoCAD SHX Text
SEC 1SS 1,524 PRE-PLACED CRYPTS
AutoCAD SHX Text
SEC 1TT 1,586 PRE-PLACED CRYPTS
AutoCAD SHX Text
SEC 1VV 396 IN-GROUND CREMAINS
AutoCAD SHX Text
SEC 1WW 296 IN-GROUND CREMAINS
AutoCAD SHX Text
SEC 1UU 1,522 PRE-PLACED CRYPTS
mailto:dsalvador@aquaengr.com AutoCAD SHX Text 0'
AutoCAD SHX Text 1"=30'-0"
AutoCAD SHX Text 20'
AutoCAD SHX Text 10'
AutoCAD SHX Text 40'
AutoCAD SHX Text 30'
AutoCAD SHX Text 50'
AutoCAD SHX Text 60'
AutoCAD SHX Text
KEY MAP
AutoCAD SHX Text
IR-102
AutoCAD SHX Text
IR-101
IR-103
Suite 830 Marietta, GA 30062 770.321.4040
JG&A
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
Office of Construction and Facilities Management
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
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
2900 Sheridan Rd, St. Louis, MO Project Director
OCTOBER 31, 2019Revisions: Date:
CONSULTANTCONSULTANTCONSULTANTCONSULTANT
N/A
Environment & Infrastructure Solutions, Inc.
1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144
(770) 421-3400
Atriax Pllc
102 3rd Avenue N.E.
Hickory, NC 28601
Aqua Engineering Inc.
375 E. Horsetooth Road, Building 2-202
Fort Collins, CO 80525-3196
657PC2313.23M
ofDwg.
JDL CCT
IR501
MSD PROJECT NUMBER: 19MSD-00241
MSD BASEMAP: 30H2 AND 30G
JEFFERSON BARRACKS NATIONAL
CEMETERY EXPANSION
PHASE 5 A & B
C e r t i f i e d
I r r i g at io n
D e s i g n e r
I
R
R
I
G
A
T
I
O
N
A S
S
O
C
I
A
T
I
O
N
CID
J
O
H
N
D
LE
O
N
A
R
D
10/31/2019
ISOLATION GATE VALVE
ASSEMBLY
N.T.S.
QUICK COUPLER VALVE
ASSEMBLY
N.T.S.
Q
IRRIGATION DETAILS 1 OF 3
AIR\VACUUM RELIEF
VALVE ASSEMBLY
N.T.S.
MAINLINE PIPE
REMOTE CONTROL VALVE
ASSEMBLY
SOLVENT
WELD TEE
ISOLATION ANGLE VALVE
ON SERVICE TEE
REMOTE CONTROL VALVE ASSEMBLY
VALVE ASSEMBLY
N.T.S.
mailto:dsalvador@aquaengr.com AutoCAD SHX Text
10-INCH ROUND VALVE BOX
AutoCAD SHX Text
FINISH GRADE
AutoCAD SHX Text
3-INCH MINIMUM DEPTH OF
AutoCAD SHX Text
3/4-INCH WASHED GRAVEL
AutoCAD SHX Text
RESILIENT WEDGE GATE VALVE
AutoCAD SHX Text
PVC MAINLINE
AutoCAD SHX Text
CONFORMING TO AWWA C-509
AutoCAD SHX Text
STANDARDS
AutoCAD SHX Text
CONCRETE SUPPORT BLOCK
AutoCAD SHX Text
USE A MINIMUM OF 3 CUBIC
AutoCAD SHX Text
FEET OF CONCRETE
AutoCAD SHX Text
JOINT RESTRAINT
AutoCAD SHX Text
3 MIL. PLASTIC WRAP
AutoCAD SHX Text
WITH TAPED ENDS
AutoCAD SHX Text
OR EQUAL (LENGTH AS REQUIRED)
AutoCAD SHX Text
ADVANCED DRAINAGE SYSTEMS
AutoCAD SHX Text
6-INCH CORREGATED PIPE:
AutoCAD SHX Text
BRICK (CONTINUOUS AROUND BOTTOM OF VALVE BOX)
AutoCAD SHX Text
FILTER FABRIC
AutoCAD SHX Text NOTES: 1. NOMINAL SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE. 2. INSTALL A 4-INCH THICK CONCRETE PAD BELOW VALVE WHEN USING PUSH-ON TYPE VALVES. 3. RESILIENT WEDGE GATE VALVE MAY HAVE EITHER MECHANICAL JOINT OR PUSH-ON GASKETED ENDS. THE OPERATOR IS A WRENCH NUT. 4. WRAP VALVE ENDS AND BODY IN 3 MIL. PLASTIC PRIOR TO POURING CONCRETE. 5. CONCRETE SUPPORT BLOCK IS TO BE POURED UNDER ISOLATION GATE VALVE. ONLY THE BOTTOM OF THE ISOLATION GATE VALVE TO BE IN CONTACT WITH CONCRETE. 6. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. 7. BRAND VALVE BOX LID PER SPECIFICATIONS.
AutoCAD SHX Text
W/BALCK LID
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.
AutoCAD SHX Text
JOINT RESTRAINT
AutoCAD SHX Text MIPT x MIPT TEE OR EL, PER SPECIFICATIONS
AutoCAD SHX Text
1-INCH PRE-FABRICATED SWING JOINT 18-INCH LAY LENGTH
AutoCAD SHX Text
PVC SCH 40 COUPLING
AutoCAD SHX Text
PVC SCH 80 NIPPLE (2-INCH)
AutoCAD SHX Text
BRICK (1 OF 4)
AutoCAD SHX Text
FILTER FABRIC
AutoCAD SHX Text
GRAVEL TO TOP OF ANCHOR
AutoCAD SHX Text
HARCO QUICK COUPLER ANCHOR
AutoCAD SHX Text
10-INCH ROUND VALVE BOX WITH BLACK LID
AutoCAD SHX Text
FINISH GRADE/TOP OF MULCH
AutoCAD SHX Text
DUCTILE IRON SERVICE TEE
AutoCAD SHX Text
PVC MAINLINE PIPE
AutoCAD SHX Text
2-INCH STAINLESS STEEL NIPPLE (LENGTH AS REQUIRED)
AutoCAD SHX Text
2-INCH STAINLESS STEEL NIPPLE (LENGTH AS REQUIRED)
AutoCAD SHX Text
2-INCH STAINLESS STEEL BALL VALVE
AutoCAD SHX Text
AIR-VACUUM RELIEF VALVE (SIZE 2-INCH)
AutoCAD SHX Text
FINISH GRADE
AutoCAD SHX Text
JUMBO PLASTIC VALVE BOX WITH BLACK LID
AutoCAD SHX Text
BRICK (1 OF 4)
AutoCAD SHX Text
FILTER FABRIC
AutoCAD SHX Text
PVC MAINLINE PIPE
AutoCAD SHX Text
DUCTILE IRON 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.
AutoCAD SHX Text
JOINT RESTRAINT
AutoCAD SHX Text FOR MANIFOLDS: 1. SPACE VALVES A UNIFORM DISTANCE APART. 2. USE MANUFACTURER'S RECOMMENDED TORQUE ON RESTRAINTS. A CALIBRATED TORQUE BAR WILL BE REQUIRED AND CALIBRATION TESTING RESULTS WILL BE AVAILABLE UPON REQUEST. 3. NO MORE THAN 4 REMOTE CONTROL VALVES MAY BE ON THE SAME ISOLATION MANIFOLD. 4. VALVES ON A SINGLE MANIFOLD SHOWN GRAPHICALLY ON DRAWINGS. 5. USE SWIVEL EL TO MINIMIZE THE AMOUNT OF FITTINGS FOR CHANGES OF DIRECTION.
AutoCAD SHX Text
BACK OF CURB
AutoCAD SHX Text
PVC MAINLINE PIPE
AutoCAD SHX Text
STANDARD VALVE BOX
AutoCAD SHX Text
SCH 80 SOLVENT
AutoCAD SHX Text
SCH 40 PVC
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 VALVE BOX. . INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. 3. TRANSITION TO PROPER LATERAL PIPE BURIAL DEPTH USING 45° ELBOW FITTINGS DOWNSTREAM OF REMOTE CONTROL 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 PRESSURE REGULATOR. DO NOT PLACE VALVE BOX DIRECTLY ON LATERAL PIPE. 6. COIL 3-FEET OF WIRE FOR EACH DECODER FOR SERVICE PURPOSES. 7.
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .