Drawings_Vol-10_817CM3025_Marion NC.pdf

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

Rain Bird 1804-SAM 10 Series MPR Turf Spray 4.0in. Pop-Up Sprinkler with Co-Molded Wiper Seal.

1/2in. NPT Female Threaded Inlet. With Seal-A-Matic Check Valve.

Rain Bird 1812-SAM 10 Series MPR Shrub Spray 12in. Pop-Up Sprinkler with Co-Molded Wiper Seal.

1/2in. NPT Female Threaded Inlet. With Seal-A-Matic Check Valve.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

Rain Bird 5004-+-SS w/ MPR Nozzles 35 Turf Rotor, 4.0in. Pop-Up, Plastic Riser, with Flow Shut-Off Device. Matched Precipitation Rotor (MPR Nozzle), Rain Bird 5006-+-SS w/ MPR Nozzles 25 Shrub Rotor, 6in. Pop-Up, Stainless Steel Riser, with Flow Shut-Off Device. Matched Precipitation Rotor (MPR Nozzle), Rain Bird 8005-SS-12 Turf Rotor, 5in. Pop-Up, Stainless Steel Riser, Standard Nozzle.

With Seal-A-Matic Check Valve, Adjustable 50-330 arc, and 360 Non-Reversing Full-Circle. 1in. (26/34) NPT Female Threaded Inlet.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

Rain Bird 100-EFB-CP-PRS-D 1in. Brass Remote Control Valve w/ Tucor RKLD-050 Decoder

Rain Bird 150-EFB-CP-PRS-D 1-1/2in. Brass Remote Control Valve w/ Tucor RKLD-050 Decoder

Rain Bird 44-LRC 1in. Brass Quick-Coupling Valve, with Corrosion-Resistant Stainless Steel Spring, Locking Thermoplastic Rubber Cover, and 2-Piece Body.

RT/RW Isolation Valve - Line Sized 41

Bermand C30 2" Air/Vacuum Relief Valve 2

Tucor RKD+ w/ RKLD-050 Decoders Stainless Steel Nema 4 Pedestal Field Satellite To Have Rain Bird Sensor w/ Bypass Located Out of Irrigation Coverage

Flower Watering Station See Mechanical Plans

Paige 270-RCX Re-Enterable Connector with 36" Ground Plate, Rod and Ground Enhancement Materials Or As Per Manufacture's Recommendations

Tucor SP-100 Surge Protector with 36" Ground Plate, Rod and Ground Enhancement Materials Or As Per Manufacture's Recommendations

Watertronics Pump Station and Backflow Preventer 1

Irrigation Lateral Line: PVC Class 200 SDR 21 16,194 l.f.

Irrigation Mainline: PVC Class 200 SDR 21 5,848 l.f.

Pipe Sleeve: PVC C900 DR 18 Class 235 (Two Sizes Larger Than Pipe Carried)

602.4 l.f.

Paige - Two Wire Cable #12

A

C1

FW

P

LEGEND

1. ALL 120 V.A.C. POWER SPLICES AT FIELD SATELLITES. BY LICENSED ELECTRICIAN. AS PER CODE.

2. ALL POWER WIRE TAPS AND CONNECTIONS SHALL CONFORM TO WITH LOCAL AND STATE CODES AND

PERFORMED BY LICENSED ELECTRICIAN.

3. 24" LOOP OF WIRE LOCATED BELOW EACH HEAD AND ELECTRIC VALVE.

4. ALL 24 V.A.C. SECONDARY WIRING SHALL BE (RED) #14 HOT AND (WHITE) #12 COMMON FOR BURIAL

APPLICATIONS. (ONE HOT WIRE PER VALVE) SEE SPECIFICATIONS.

5. ALL WIRE SHALL HAVE ENOUGH SLACK AS TO ACCOMMODATE FOR EXPANSION AND/OR CONTRACTION.

6. ALL WIRE TO BE UL APPROVED FOR DIRECT BURIAL.

7. ALL 120 V.A.C. PRIMARY, AND 24 V.A.C. SECONDARY POWER TO BE INSTALLED AS PER STATE AND

LOCAL CODES. SIZED AS PER PLAN WITH GROUND WIRE; MEETING N.E.C. REQUIREMENTS.

8. #14 YELLOW TRACER WIRE IN SAME TRENCH AS POWER WIRE AND LABELED IN FIELD SATELLITE.

1. ALL MANUFACTURER'S INTELLIGENT STATION MODULES SHALL HAVE INDIVIDUAL ADDRESS STATION

OUTPUT (SEE NOTE #5 IN THIS SECTION)

2. BASE BID TO INSTALL EACH GROUND PLATE ASSEMBLY 4'-0" TO 8'-0" FROM LINE (REFER TO DETAILS

AND LEGEND). DO NOT INSTALL IN THE SAME TRENCH AS WIRE PATH.

3. INSTALL GROUNDING ASSEMBLY NO FURTHER THAN MANUFACTURERS RECOMMENDED DISTANCES

FOR ANY INTELLIGENT STATION MODULES AND OR ACTUATORS.

4. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH ALL MANUFACTURERS CURRENT

SPECIFICATIONS AND LOCAL CODES.

5. SUPPORTING DISTRIBUTOR TO KEEP SEQUENCING/STATION NUMBERS CURRENT AND PROGRAM

CENTRAL DURING IRRIGATION INSTALLATION AS PART OF BASE BID. SEQUENCING SHEETS SUPPLIED

BY IRRIGATION CONSULTANT.

1. ALL PRODUCT APPLICATIONS AND INSTALLATIONS MUST MEET MANUFACTURER'S REQUIREMENTS.

2. FLOW RATES THROUGH PVC PIPING NOT TO EXCEED MANUFACTURER'S RECOMMENDATIONS.

3. SPRINKLER SPACING BASED ON CURRENT SITE CONDITIONS. SOME NOZZLE/ARC ADJUSTMENTS MAY

BE REQUIRED IN THE FIELD.

4. PIPING AS SHOWN IS DIAGRAMMATIC IN NATURE. ALL PIPING TO BE LOCATED WITHIN OWNER'S

PROPERTY LINES.

5. CONTRACTOR IS RESPONSIBLE FOR PROPER OPERATION OF IRRIGATION SYSTEM. SYSTEM SHALL NOT

EXCEED MANUFACTURER'S RECOMMENDATIONS AND SHALL WATER ALL LANDSCAPED AREAS NOTED.

IRRIGATION PLAN IS INTENDED TO INCLUDE EVERYTHING NECESSARY TO THE PROPER OPERATION OF

SAID IRRIGATION SYSTEM. IF ADJUSTMENTS ARE REQUIRED, CONTRACTOR SHALL MAKE

ADJUSTMENTS FOR SAME.

6. IRRIGATION PLANS SHALL HAVE PRECEDENCE OVER IRRIGATION SPECIFICATIONS. ANY

DISCREPANCIES BETWEEN THESE TWO DOCUMENTS MUST BE BROUGHT TO THE ATTENTION OF THE

OWNERS REPRESENTATIVE BEFORE BID DUE DATE.

7. IT IS THE INTENT TO KEEP IRRIGATION WATER OFF OF ALL BUILDINGS, SIDEWALKS, SIGNS AND PARKING AREAS. IT WILL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FIELD TUNE EACH SPRINKLER AS TO KEEPING IRRIGATION ADJUSTED TO LANDSCAPED AREAS ONLY. IT WILL ALSO

BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO SUPPLY THE OWNER WITH AN

OPERATING SCHEDULE THAT WORKS WITH EXISTING PLANS AND ANY FIELD ADJUSTMENTS.

8. IT IS THE INTENT OF THE IRRIGATION DESIGN TO ACHIEVE HEAD TO HEAD COVERAGE IN ALL LANDSCAPED AREAS AND TO MATCH SOIL AND PLANT MATERIAL WATERING NEEDS. IT WILL BE THE

RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO ADJUST FOR SAME.

9. IRRIGATION CONTRACTOR TO LOCATE VALVE BOXES AWAY FROM ROAD/CURB AND AWAY FROM

GRAVE SITES SO THEY ARE LESS VISUAL WHERE APPLICABLE.

10. IRRIGATION CONTRACTOR SHALL PROVIDE OWNERS REPRESENTATIVE WITH ALL SHOP DRAWINGS

AND SUBMITTALS OF PROPOSED IRRIGATION SYSTEM BEFORE INSTALLATION.

11. ALL PIPING SHALL BE INSTALLED A MINIMUM OF 3'-0" FROM EDGE OF CONCRETE CURBS, ETC.

12. CONTRACTOR TO COORDINATE ALL SITE UTILITIES, SIGNAGE AND TREE PLANTINGS PRIOR TO

INSTALLATION.

13. SEE SHEET IR-201 FOR ADDITIONAL BURIAL SITE NOTES.

1. ALL PIPING FITTINGS SHALL BE OF PVC TYPE ON MAIN LINE.

2. ALL SUB MAIN LINE PIPING FITTINGS SHALL BE JOINT RESTRAINED AT ALL CHANGES OF DIRECTION -

SEE DETAIL AND JOINT RESTRAINT NOTES.

3. LATERAL ZONES ARE 1" UNLESS NOTED.

DESIGN NOTES:

ELECTRICAL NOTES:

PLUMBING NOTES:

PROGRAM NOTES (TWO-WIRE):

NOTE: ALL QUANTITIES ARE FOR REFERENCE ONLY. CONTRACTOR RESPONSIBLE FOR ACTUAL

BID COUNTS.

A

A B

B

A

A B B

A

A B B

A

A B B

A

AB

B

KUDER PLACE

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AD

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ISSISEN

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AD

INDIANA AVENUE

CEMETERY ROAD A

STEELE CIRCLE

D

IX R

O

AD

EAST 38TH STREET

A

A B

B

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A B B

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968947920888856824792760728696664632600568536504472440408376344312280248216185157131 995984

967946919887855823791759727695663631599567535503471439407375343311279247215184156130 994983

966945918886854822790758726694662630598566534502470438406374342310278246214183155129 993982

965944917885853821789757725693661629597565533501469437405373341309277245213182154128104 992981

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220219218

250249248

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133132131130

160159158157156155154

187186185184183182181

217216215214213212211

247246245244243242241

277276275274273272271

306305304303302301300

335334333332331330329

363362361360359358357

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418417416415414413412

87654321

191817161514131211109

32313029282726252423222120

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153152151150149148147146145144143142141140139138137136135134

180179178177176175174173172171170169168167166165164163162161

210209208207206205204203202201200199198197196195194193192191

240239238237236235234233232231230229228227226225224223222221

270269268267266265264263262261260259258257256255254253252251

299298297296295294293292291290289288287286285284283282281280

328327326325324323322321320319318317316315314313312311310309

356355354353352351350349348347346345344343342341340339338337

384383382381380379378377376375374373372371370369368367366365

411410409408407406405404403402401400399398397396395394393392

665A

C

C

EM

ET

ER

Y R

O

AD

A

PPC

SECTION 17

(1008)

PPC

SECTION 16

(973)

IGC

SECTION CS-8

(1457)

IGC

SECTION CS-7

(445)

PPC

SECTION 15

(1044)

IN

DIA

NA A

VENUE

FW

FW

FW

CAP FOR

FUTURE USE

P

NEW BACKFLOW PREVENTER AND

BOOSTER PUMP STATION - PUMP TO BE

PLACED ON NEW CONCRETE SLAB -

CONNECT TO EXISTING 6" WATER MAIN

C1

4"

3"

4"

4"

CONTRACTOR RESPONSIBLE FOR R.F. SITE

SURVEY FOR PROPER COMMUNICATION TO

CENTRAL. CONNECT TO POWER FROM

ADJACENT CONTROLLER.

4"

3"

4"

FW

4"

2"

3"

FW

3"

4"

6"

TIE INTO EXISTING 4" MAINLINE

AND RESTRAIN - CONFIRM

ACTUAL LOCATION IN FIELD

TIE INTO EXISTING 4" MAINLINE

AND RESTRAIN - CONFIRM

ACTUAL LOCATION IN FIELD

FW

3"

C2

CONTRACTOR RESPONSIBLE FOR R.F.

SITE SURVEY FOR PROPER

COMMUNICATION TO CENTRAL.

CONNECT TO POWER FROM ADJACENT

CONTROLLER.

TIE INTO EXISTING IRRIGATION

MAINLINE - CONFIRM SIZE AND

ACTUAL LOCATION IN FIELD

6"

4"

A

A

4"

4"

6"

6"

6"

4"

4"

4"

4"

4"

4"

4"

4"

4"

2"

4"

4"

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

4"

4"

4" 4"

3"

4"

4"

4"

4" 4"

3"

TIE INTO EXISTING MAINLINE AND

RESTRAIN - CONFIRM ACTUAL

LOCATION IN FIELD TIE INTO

COMM WIRE

2"

CO

CO

CO

CO

CO

CO

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

z

:\d es ig n pr oj ec ts

\m ar io n nc \d ra w in gs

\m ar io n nc ir rig at io n.

dw g ed it:

ch ris m er te n sa ve d:

/1 5/

:3

AM

p lo t:1 0/

/2

4:

P M

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

TECHNOLOGY:

IMEG

11044 RESEARCH BLVD.

A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 17101

MARION NATIONAL CEMETERY

NEW LAND EXPANSION

817CM3025

OCTOBER 30, 2024

1700 E 38TH ST, MARION, IN 46953

Date:

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

ERIK CHRISTIANSEN, ASIC

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE. SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRAND OF --

KEY MAP

100% CD SUBMITTAL

NOT FOR CONSTRUCTION

100% CONSTRUCTION

DOCUMENTS

SITE IRRIGATION PLAN

MAINLINE AND WIRING

1 5

IR-101

SCALE:1

SITE IRRIGATION PLAN - MAINLINE AND WIRING

1" = 40'-0"

N

0 40' 80' N

0 20' 40'

SCALE:2

COLUMBARIUM - ENLARGED PLAN

1" = 20'-0"

OF 266252252 OF 266252

A

A B

B

A

A B B

A

A B B

A

A B B

A

AB

B

KUDER PLACE

HYDE RO

AD

IR

W

IN

D

R

IVE

M

ISSISEN

W A R

O

AD

INDIANA AVENUE

CEMETERY ROAD A

STEELE CIRCLE

D

IX R

O

AD

EAST 38TH STREET

A

A B

B

A

A B B

370 417 465

326 371 418

283 327 372

284241199 328

285242

76 200158117

77 201159118

78 202160119

90486882778072967862757652647742938233729325020816612584

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862821774723672621570520471423376331244 287

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661 763712610

462 511 561

415 463 512

416 464

765714663612

814767716665614563513

664 813766715562 613

10391029

10381028

10371027

10361026

10351025

10341024

10331023

10321022

10311021

10301020

849817

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910887858826

886857825

885856824

884855823

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851819

850818

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966945918886854822790758726694662630598566534502470438406374342310278246214183155129 993982

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975954927895863831799767735703671639607575543511479447415383351319287255223 10081002991

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973952925893861829797765733701669637605573541509477445413381349317285253221190 10061000989

972951924892860828796764732700668636604572540508476444412380348316284252220189 1005999988

971950923891859827795763731699667635603571539507475443411379347315283251219188160 987 1004998

445444443442441440439438437436435434433432431430429428427426425424423422421420419

190189188

220219218

250249248

279278

308307

109108

133132131130

160159158157156155154

187186185184183182181

217216215214213212211

247246245244243242241

277276275274273272271

306305304303302301300

335334333332331330329

363362361360359358357

391390389388387386385

418417416415414413412

87654321

191817161514131211109

32313029282726252423222120

474645444342414039383736353433

656463626160595857565554535251504948

8584838281807978777675747372717069686766

107106105104103102101100999897969594939291908988

129128127126125124123122121120119118117116115114113112111110

153152151150149148147146145144143142141140139138137136135134

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210209208207206205204203202201200199198197196195194193192191

240239238237236235234233232231230229228227226225224223222221

270269268267266265264263262261260259258257256255254253252251

299298297296295294293292291290289288287286285284283282281280

328327326325324323322321320319318317316315314313312311310309

356355354353352351350349348347346345344343342341340339338337

384383382381380379378377376375374373372371370369368367366365

411410409408407406405404403402401400399398397396395394393392

665A

C

C

EM

ET

ER

Y R

O

AD

A

PPC

SECTION 17

(1008)

PPC

SECTION 16

(973)

IGC

SECTION CS-8

(1457)

IGC

SECTION CS-7

(445)

PPC

SECTION 15

(1044)

IN

DIA

NA A

VENUE

FW

FW

FW

LOCATE VALVES IN MULCHED

BEDS - DRAWN FOR CLARITY -

TYPICAL

P

C1

2" 2" 11 2"

2"2"2"

2"2"2"

2"

2"

2" 11 2"

2"

2"

2"

2"

3"

3" 3"

3"

3"

2" 2" 11 2"

2"2"

3"

2"

2"

2"

2"

2"

3"

3"

2"

2"

2"

2"

2"

3"

4"

2"2"

2"

2"

2"

2" 2"

2"

3"

3 11.4 1"

4 66

2"

5 79.2 112"

6 79.2

2"

7 66

2"

8 66 112" 8

9 66

2"

10 52.8

2"

11 39.6 112"

1112 15.3 1"

13 24 1"

14 39.6 112"

15 79.2

2"

16 32.4

2"

1719.1 1"

1879.2

2"

1979.2

2"

192036.2

2"

202138.1

2"

226.31 1"

2315.3 1"

249.47 1"

24258.67 1"

2679.2 112"

2"

2827.2 1"

2919.7 1"

3043.9 112"

3" 2"

2"

314.33 1"

3239.6

2"

3352.8 112"

3452.8

2"

3512.6 1"

3652.8 112"

3779.2

2"

2"

2"

3"

39 66 112"

40 66

2"

41 10.2 1"

42 8.12 1"

43 5.91 1"

44 2.35 1"

45 18.5 1"

46 66 112"

47 61.0

2"

2"

2"

2"

4"

2"

2"

4"

4"

4"

4"

4"

4"

2"

2"

1"

1"3"1"

1"2"

2"

3"

2"

FW

2"

2"

2"

2"

2"

2"

3"

2"

2"

2"

4"1"

1"1"

1"

1" 2"

FW

3"2"

3"

3"

1" 3"

1"

2"

FW

C2

2"

A

A

NOTE: ALL "DASHED LATERAL

LINES TO BE HAND TRENCHED.

2"

2" 11 2"2"

2"

2"

2"

2"

3"

3"11 2"2"

3"

2"2"

3"

2"

2"

2"

2"

2"2"

2"

2"

2"2"

2"

2"

2"2"

2"

2"

2"2"3"

2"11 2" 11

2" 2"11

2" 11 2"3"

2"

2"

2"

2"

2"

2"

2"

2"

2" 3"

3"

3" 2"

2"

2"

2"

2" 3"

2"

3"2"

3"2"

3"

1"

1"

4"

4"

4"

1"

2"

2"

3"

48 8.26 1"

49 2.36 1"

1 39.6

2"

2 66

2"

3 66

2"

4 39.6 112"

5 66 112"

6 66 112"

7 66 112"

8 66 112"

9 52.8

2"

10 79.2 112"

11 66 112"

12 66 112"

12 13 66

2"

14 66

2"

15 52.8 112"

16 52.8

2"

17 52.8 112"

18 52.8

2"

19 52.8 112"

20 52.8 112"

21 52.8

2"

22 52.8 112"

23 66

2"

24 66

2"

2" 3"

IRRIGATION CONTROLLER LIMITS

IRRIGATION CONTROLLER LIMITS

2"

NOTE: ALL "DASHED LATERAL

LINES TO BE HAND TRENCHED.

NOTE: ALL "DASHED LATERAL

LINES TO BE HAND TRENCHED.

2"

2"

4"

2"

50 52.8

2"

51 66 112"

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

3"

2"

12.1 1"

23.4 1"

CO

CO

CO

CO

CO

CO

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

Rain Bird 1804-SAM 10 Series MPR Turf Spray 4.0in. Pop-Up Sprinkler with Co-Molded Wiper Seal.

1/2in. NPT Female Threaded Inlet. With Seal-A-Matic Check Valve.

Rain Bird 1812-SAM 10 Series MPR Shrub Spray 12in. Pop-Up Sprinkler with Co-Molded Wiper Seal.

1/2in. NPT Female Threaded Inlet. With Seal-A-Matic Check Valve.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

Rain Bird 5004-+-SS w/ MPR Nozzles 35 Turf Rotor, 4.0in. Pop-Up, Plastic Riser, with Flow Shut-Off Device. Matched Precipitation Rotor (MPR Nozzle), Rain Bird 5006-+-SS w/ MPR Nozzles 25 Shrub Rotor, 6in. Pop-Up, Stainless Steel Riser, with Flow Shut-Off Device. Matched Precipitation Rotor (MPR Nozzle), Rain Bird 8005-SS-12 Turf Rotor, 5in. Pop-Up, Stainless Steel Riser, Standard Nozzle.

With Seal-A-Matic Check Valve, Adjustable 50-330 arc, and 360 Non-Reversing Full-Circle. 1in. (26/34) NPT Female Threaded Inlet.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

Rain Bird 100-EFB-CP-PRS-D 1in. Brass Remote Control Valve w/ Tucor RKLD-050 Decoder

Rain Bird 150-EFB-CP-PRS-D 1-1/2in. Brass Remote Control Valve w/ Tucor RKLD-050 Decoder

Rain Bird 44-LRC 1in. Brass Quick-Coupling Valve, with Corrosion-Resistant Stainless Steel Spring, Locking Thermoplastic Rubber Cover, and 2-Piece Body.

RT/RW Isolation Valve - Line Sized 41

Bermand C30 2" Air/Vacuum Relief Valve 2

Tucor RKD+ w/ RKLD-050 Decoders Stainless Steel Nema 4 Pedestal Field Satellite To Have Rain Bird Sensor w/ Bypass Located Out of Irrigation Coverage

Flower Watering Station See Mechanical Plans

Paige 270-RCX Re-Enterable Connector with 36" Ground Plate, Rod and Ground Enhancement Materials Or As Per Manufacture's Recommendations

Tucor SP-100 Surge Protector with 36" Ground Plate, Rod and Ground Enhancement Materials Or As Per Manufacture's Recommendations

Watertronics Pump Station and Backflow Preventer 1

Irrigation Lateral Line: PVC Class 200 SDR 21 16,194 l.f.

Irrigation Mainline: PVC Class 200 SDR 21 5,848 l.f.

Pipe Sleeve: PVC C900 DR 18 Class 235 (Two Sizes Larger Than Pipe Carried)

602.4 l.f.

Paige - Two Wire Cable #12

A

C1

FW

P

LEGEND

NOTE: ALL QUANTITIES ARE FOR REFERENCE ONLY. CONTRACTOR RESPONSIBLE FOR ACTUAL

BID COUNTS.

1. CEMETERY HOURS ARE DAWN TO DUSK. ALL WORK SHALL COMMENCE WITHIN THE CEMETERY

HOURS UNLESS EXPRESSLY AUTHORIZED BY CEMETERY DIRECTOR AND COR.

2. CONTRACTOR SHALL COORDINATE WITH CEMETERY DIRECTOR ON WORK SCHEDULE FOR THE

WEEK PRECEDING VETERAN'S DAY HOLIDAY. WORK AREAS WILL BE REQUIRED TO BE SECURED,

MADE SAFE, AND CLEARED OF ALL DEBRIS AND MATERIALS PRIOR TO VETERAN'S DAY HOLIDAY TO

FACILITATE CEMETERY OPERATIONS DURING VETERAN'S DAY EVENTS.

3. CONTRACTOR SHALL REPLACE IN KIND ANY AREAS DAMAGED OR REMOVED DUE TO

CONSTRUCTION TRAFFIC AND IRRIGATION INSTALLATION AT NO COST TO THE GOVERNMENT.

4. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES AS NEEDED THROUGHOUT THE

PROJECT DURATION TO LIMIT EROSION AND PROTECT EXISTING FACILITIES.

5. PROTECT IN-SERVICE LANDSCAPE IRRIGATION INFRASTRUCTURE AND CONDUCT ALL WORK IN A MANNER THAT DOES NOT INTERRUPT ANY LANDSCAPE IRRIGATION OPERATION OUTSIDE OF THIS PROJECT LIMITS. THIS WILL INCLUDE REGULAR COORDINATION WITH GROUNDS STAFF, CEMETERY

DIRECTOR, AND COR TO ENSURE NORMAL OPERATIONS THROUGHOUT CONSTRUCTION.

6. PROTECT IN PLACE ALL TREES TO REMAIN. TREES SHALL BE PROTECTED FROM DAMAGE

ACCORDING TO DETAIL 1/GI003.

7. ANY IRRIGATION SYSTEM SHUTDOWNS, SHOULD THEY BE REQUIRED, ARE TO BE COORDINATED

WITH CEMETERY DIRECTOR AND COR 48 HOURS PRIOR TO SHUTDOWN.

8. ALL AREAS OF LANDSCAPE IRRIGATION EXPANSION SHALL INCLUDE NEW EQUIPMENT OF THE SAME

MANUFACTURE AND MODELS AS EXISTING EQUIPMENT. PERFORMANCE CHARACTERISTICS OF NEW

EQUIPMENT SHALL BE THE SAME OR GREATER THAN EXISTING EQUIPMENT. GRAVESITE

EXPANSION DESIGN INCLUDES CONSIDERATION FOR WATER-EFFICIENT PRACTICES INCLUDING BUT

NOT LIMITED TO PRESSURE REGULATION, MATCHED APPLICATION RATES, TOPOGRAPHICAL

CONSIDERATIONS AND SCHEDULING PRACTICES.

9. THE EXISTING COMPUTERIZED IRRIGATION SYSTEM CONTROLS SHALL BE EXPANDED AND NEWLY

INSTALLED IRRIGATION SHALL BE DOCUMENTED AND PROGRAMMED INTO THE EXISTING

COMPUTER DATABASE BY THE SELECTED INSTALLER UNDER THE DIRECT SUPERVISION OF THE

OWNER AND SHALL INCLUDE ALL AREAS OF IMPROVEMENTS TO EXISTING CONTROLLERS AND

CONTROLS AND ALL NEWLY INSTALLED IRRIGATION INFRASTRUCTURE.

10. SHOULD ANY ON-SITE ACTIVITY, INCIDENT, EMERGENCY, OR DISASTER RESULT IN EXPOSURE AND/OR DAMAGE TO ANY REMAINS, CONTAINER FOR REMAINS (I.E., CASKET OR URN), OR OUTER

BURIAL CONTAINER, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CEMETERY DIRECTOR,

THE COR, AND/OR THE CO; TAKE IMMEDIATE STEPS TO PROTECT AND RENDER SAFE ANY EXPOSED

REMAINS; AND STOP ANY FURTHER WORK THAT COULD AFFECT THOSE REMAINS OR GRAVE SITE

UNTIL THE CEMETERY DIRECTOR PROVIDES THE CONTRACTOR GUIDANCE REGARDING

DISPOSITION OF THE REMAINS AND PERMISSION TO PROCEED.

11. ALL WORK SHALL BE COORDINATED WITH MARION NATIONAL CEMETERY DIRECTOR TO AIDE IN

ACTIVE BURIAL SERVICE COORDINATION. THIS INCLUDES BUT IS NOT LIMITED TO SECTION

SEQUENCING, STAGING, AND WORK TAKING PLACE IMMEDIATELY ADJACENT TO BURIAL

OPERATIONS. CONSTRUCTION ACTIVITY SHALL HALT WHEN REQUESTED DUE TO ONGOING BURIAL ACTIVITIES NEAR ACTIVE CONSTRUCTION SITES. IT IS ANTICIPATED TO HAVE DAILY COORDINATION

WITH CEMETERY DIRECTOR TO COORDINATE BURIAL OPERATIONS WITH ACTIVE CONSTRUCTION.

12. ALL IRRIGATION COMPONENT LOCATIONS SHALL BE LOCATED/STAKED FROM THE DESIGN

INFORMATION BY A LICENSED SURVEYOR (DRAWING FILES AVAILABLE BY REQUEST), AND AS-BUILT

LOCATIONS SHALL BE REQUIRED AS WORK PROGRESSES (ESPECIALLY UNDERGROUND PIPE

BENDS) PRIOR TO CLOSING OF TRENCHES.

1. ALL IRRIGATION INSTALLATION, INCLUDING BUT NOT LIMITED TO INSTALLATION OF LATERAL, MAINLINE, SUB-MAIN, CONTROLLER WIRE, SPRINKLER HEADS, SHALL BE PERFORMED BY HAND DIG.

2. MACHINE TRENCHING WILL BE ALLOWED ON A TRIAL BASIS GIVEN THE FOLLOWING CRITERIA ARE

MET:

A. CEMETERY DIRECTOR OR THEIR DESIGNEE VERIFY SECTION OR PORTION OF SECTION WHERE

MECHANICAL EQUIPMENT IS PROPOSED FOR TRENCHING IS CLEAR OF POTENTIAL KNOWN

CONFLICTS.

B. HAND-PROBING IS CONDUCTED IN THE PRESENCE OF CEMETERY STAFF A MAXIMUM OF 3-FEET

ON CENTER ALONG PROPOSED MACHINE ROUTE, PROBING THE CENTER AND EACH EDGE OF

PROPOSED TRENCH WIDTH, TO VERIFY NO REMAINS, OR REMAINS CONTAINER, ARE PRESENT

WITHIN 24” OF SURFACE.

C. PROPOSED EQUIPMENT USED FOR TRENCHING IS TO BE APPROVED BY CEMETERY DIRECTOR

OR THEIR DESIGNEE AND COR PRIOR TO USE.

D. MACHINE TRENCHING IS LIMITED TO WHAT CAN BE INSTALLED AND RESTORED WITHIN THAT

WORKDAY.

E. NO MACHINE TRENCHING IS ALLOWED WITHIN SECTIONS OR AREAS THE CEMETERY DIRECTOR

OR THEIR DESIGNEE HAS DETERMINED HAS HIGH RISK OF CONFLICTS.

3. ALL IRRIGATION INSTALLATION SHALL RESTORE TURF IMMEDIATELY AFTER INSTALLATION AS

PRACTICAL.

4. TRENCHING FOR IRRIGATION INSTALLATION SHALL BE LIMITED IN SCOPE TO THE AMOUNT OF PIPE, HEADS, CONTROL WIRE, ETC. THAT CAN BE INSTALLED WITHIN THE WORKDAY. ALL DISTURBED

AREAS ARE TO BE RESTORED PRIOR TO THE FINISH OF THE WORKDAY.

ADDITIONAL PROJECT REQUIREMENTS:

ALTERNATE METHOD OF INSTALLATION [BURIAL SITES]:

(SECTIONS 8, 9, 10, 11, 12, CS-2, WHERE EXPRESSLY APPROVED)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

z

:\d es ig n pr oj ec ts

\m ar io n nc \d ra w in gs

\m ar io n nc ir rig at io n.

dw ch ris m er te d:

/1 5/

:3 lo t:1 0/

/2

4:

P M

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

TECHNOLOGY:

IMEG

11044 RESEARCH BLVD.

A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 17101

MARION NATIONAL CEMETERY

NEW LAND EXPANSION

817CM3025

OCTOBER 30, 2024

1700 E 38TH ST, MARION, IN 46953

Date:

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

ERIK CHRISTIANSEN, ASIC

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE. SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRAND OF --

KEY MAP

100% CD SUBMITTAL

NOT FOR CONSTRUCTION

100% CONSTRUCTION

DOCUMENTS

SITE IRRIGATION PLAN

SPRINKLER AND LATERAL PIPING

2 5

IR-201

N

0 40' 80'

SCALE:1

SITE IRRIGATION PLAN - SPRINKLER AND LATERAL PIPING

1" = 40'-0"

N 0 20' 40'

SCALE:2

COLUMBARIUM - ENLARGED PLAN

1" = 20'-0"

OF 266253253 OF 266253

PIPE

SIZE

2"

2.5"

3"

4"

5"

4.56

6.65

9.80

16.2

24.7

DEAD END

OR TEE

90°

ELBOW

45°

ELBOW

22.5°

ELBOW

1.5" 2.94

3.5" 12.8

6" 34.8

6.45

9.40

13.9

23.0

35.0

4.16

18.1

49.2

3.50

5.10

7.51

12.4

18.9

2.25

9.81

26.7

1.78

2.60

3.82

6.31

9.63

1.15

4.99

13.6

BASED ON POUNDS PER PSI WORKING PRESSURE.

STEP 1. MULTIPLY THE PRESSURE LEVEL DESIRED FOR

TESTING BY THE APPROPRIATE VALUE SHOWN IN THE

FOLLOWING TABLE:

STEP 2. DETERMINE THE BEARING STRENGTH OF THE SOIL

FROM THE TABLE BELOW:

BEARING STRENGTH OF SOILS

SOILS AND SAFE BEARING LOADS LBS. SQ. FT.

SOUND SHALE

CEMENTED GRAVEL AND

SAND-DIFFICULT TO PICK

COARSE AND FINE

COMPACT SAND

MEDIUM CLAY -

CAN BE SPADED

SOFT CLAY

MUCK

10,000

4,000

3,000

2,000 1,000

STEP 3. DIVIDE THE TOTAL THRUST OBTAINED IN STEP 1 BY

THE BEARING STRENGTH OF THE SOIL: THIS GIVES THE

SQUARE FEET OF AREA NEEDED.

THRUST BLOCKING

AN OUTWARD PRESSURE EXISTS ON ALL DEFLECTIONS

FROM A STRAIGHT LINE. GOOD SOIL, PROPERLY TAMPED, IS

SUFFICIENT TO HOLD SIDE THRUST - UNLESS SOIL

CONDITIONS ARE UNSTABLE. IN THAT CASE, TO ANCHOR

AGAINST THIS SIDE THRUST, THE BLOCKING SHOULD BE

PLACED AGAINST THE PIPE ON EACH SIDE OF THE COUPLING.

DO NOT THRUST BLOCK THE COUPLING ITSELF.

SIDE THRUST ON CURVES

PIPE SIZE

INCHES

2"

2.5"

3"

4"

5"

SIDE THRUST

POUNDS PER DEGREE

1.5"

3.5"

6"

7.9

11.6

17.1

28.3

43.1

5.1

22.4

60.8

BASED ON SIDE THRUST PER 100 LBS/SQUARE INCH

PRESSURE PER DEGREE OF DEFLECTION

NOTE: MULTIPLY SIDE THRUST POUNDS BY DEGREES OF

DEFLECTION TIMES POUNDS OF PRESSURE DIVIDED BY 100

TO OBTAIN TOTAL SIDE THRUST IN POUNDS.

NOTES:

ALL MAINLINE AND LATERAL CHANGE OF DIRECTION SHALL

RECEIVE THRUST BLOCKING OR JOINT RESTRAINTS. - SEE

THRUST BLOCKING TABLE FOR BEARING STRENGTH.

FURTHERMORE ANY SOILS NOT STABLE FOR ADEQUATE

THRUST BLOCKING, SAID FITTINGS MUST UTILIZE JOINT

RESTRAINTS AT NO ADDITIONAL COST TO OWNER. IT IS

ULTIMATELY THE CONTRACTORS RESPONSIBILITY TO INSTALL

THE APPROPRIATE APPLICATION TO ENSURE THAT THE FITTING

OR VALVE DOES NOT MOVE FROM A OUTWARD DEFLECTION.

WYE

45° ELL 45° ELL

UNDISTURBED SOIL (TYPICAL)

PIPE (TYPICAL)

CONCRETE THRUST BLOCK

FITTING (TYPICAL)

FITTING (TYPICAL)

REBAR BENT AROUND

(TYPICAL)

ELL

CROSS TEE

SCALE:

5 THRUST BLOCK DETAIL

NONE

NOTE:

1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO

NOMINAL QUICK COUPLING VALVE INLET SIZE.

KEY HANDLE

KEY HANDLE TO CLEAR BOX

INSTALL AT HEIGHT TO ALLOW

INSTALLED HEIGHT TO CLEAR

FINISH GRADE

3/4-INCH WASHED GRAVEL

(LENGTH AS REQUIRED)

PVC SCH 80 NIPPLE

BRICK (1 OF 2)

QUICK-COUPLING VALVE:

3-INCH MINIMUM DEPTH OF

VALVE BOX WITH COVER

(AS SPECIFIED)

MANUFACTURED SWING JOINT

MAINLINE PIPE

LEEMCO STABILIZER

SCALE:

QUICK-COUPLING VALVE

WITH STABILIZER

NONE

CLASS 200 PVC MAIN

3-INCH MINIMUM DEPTH OF

BRICK (1 OF 2)

3/4-INCH WASHED GRAVEL

FINISH GRADE

CARSON VALVE BOX

SCALE:

3 ISOLATION VALVE WITH BOX

NONESCALE:

2 RAIN/FREEZE SENSOR

NONE

NIBCO 580 BRASS ISOLATION VALVE

VALVE BOX LID TO BE CUSTOM

BRONZE COLOR - TYPICAL

VALVE BOX LID TO BE CUSTOM

BRONZE COLOR - TYPICAL

APPROVED BACKFILL

SPRINKLER

LATERAL PIPE

MPR PLUS NOZZLES

(SIZE PER PLAN)

AT FINISHED GRADE

NOTE: INSTALL SPRINKLER

NIPPLE OR SWING PIPE

LATERAL TEE

SCALE:

6 FIXED-SPRAY SPRINKLER

NONE

OF WIRE, COILED

3" MIN.

3.0-INCH MINIMUM DEPTH OF

3/4-INCH WASHED GRAVEL

PVC LATERAL PIPE

PVC SCH 80 TOE NIPPLE

BRICK (1 OF 4)

WATER PROOF CONNECTION

FINISH GRADE

VALVE BOX WITH COVER:

REMOTE CONTROL VALVE:

(SIZED AS PER PLAN)

12-INCH SIZE

(1 OF 2)

30-INCH LINEAR LENGTH

PVC SCH 80 TOE NIPPLE

PVC MAIN LINE PIPE

SCALE:

ELECTRIC VALVE

AND VALVE BOX

NONE

SCALE:

1 CONTROLLER

NONE

NOTES:

1. MOUNT SENSOR VERTICALLY. AVOID PLACEMENT UNDER EVE

OR TREE CANOPY. LOCATE WITHIN 500 FEET (LINE OF SIGHT) OF

SENSOR RECEIVER AND CONTROLLER

2. COORDINATE ACTUAL LOCATION WITH OWNER'S

REPRESENTATIVE AND R.F. SURVEY BEFORE ACTUAL

INSTALLATION.

WALL

R.F. RAIN/FREEZE SENSOR.

ACTUAL LOCATION BY OWNERS

REPRESENTATIVE

SCALE:

10 TURF ROTOR

NONE

LATERAL TEE

LATERAL PIPE

MANUFACTURED SWING JOINT

RAIN BIRD 8005 SPRINKLER

APPROVED BACKFILL

NOTE: INSTALL SPRINKLER

AT FINISHED GRADE

S E

E S

P E

C S

S E

E S

P E

C S

6"

MIN.

6"

MIN.

6"

MIN.

6"

MIN.

6" M

IN

FRONT

SECTION/ELEVATION

RIGHT-SIDE

SECTION/ELEVATION

TUCOR RKD+ IRRIGATION

CONTROLLER - SEE PLANS

FOR NUMBERS OF STATIONS

2" CONDUIT FOR 25-48 FIELD

WIRES

FINISHED SURFACE SLOPE TO

DRAIN

CONCRETE FOOTING

1/2" CONDUIT FOR SENSOR

WIRES

3/4" CONDUIT FOR GROUND

3/4" CONDUIT FOR INPUT

POWER PER LOCAL &

NATIONAL CODES

SCALE:

SPRINKLER INSTALLATION

WITHIN BURIAL PLOTS

NONE

30° TRAJECTORY

SPRINKLER

HEADSTONE - TYPICAL

4'-0" IRRIGATION AISLE

BURIAL PLOT - TYPICAL

NOTES:

1. SPRINKLERS INSTALLED WITHIN BURIAL

PLOTS REQUIRE NOZZLE OUTLET

TRAJECTORY IN EXCESS OF 30-DEGREES

TO CLEAR GRAVE HEADSTONES.

2. LOCATE SPRINKLER IN THE CENTER OF

THE IRRIGATION AISLE POSITIONED

PERPENDICULAR TO THE BURIAL PLOTS

AND MID POINT BETWEEN HEADSTONE

ROWS FOR ADJOURNING BURIAL PLOTS.

3. FOR UPRIGHT HEADSTONES THE

SPRINKLER SHALL BE SPACED

EQUIDISTANT BETWEEN THE ADJOINING

HEADSTONE.

EQ.

4'

4'- 9"

4'-9"

EQ.

4'-9"

4'- 9"

EQ

EQ

IRRIGATION PIPING TO BE 4" BELOW TO OF

CRYPT LID SEE CRYPT DETAIL ON SHEET

L-14.1 - TYPICAL

30°

57" MIN.

ELEVATION

4'

8"

HEADSTONE LOCATION

IRRIGATION AISLE BOUNDRY

6" NIPPLE

MANUFACTURED SWING JOINT

(AS SPECIFIED)

RAIN BIRD 8005-SS SPRINKLER

GRID MONUMENT

SCALE:

9 SPRINKLER PLACEMENT

NONE

NOTES:

1. CONTRACTOR RESPONSIBLE FOR STAKING TRENCH

LOCATION IN THE CORRECT LOCATION WITHIN AISLES.

2. CENTER OF SPRINKLER WILL BE ALIGNED WITH CENTERLINE

OF AISLE

25°

46.56" MIN.

ELEVATION

46.56"

EQ

EQ

EQ.EQ.

46.56" 46.56"

46.56"

4'

RAIN BIRD 8005

SPRINKLER

HEADSTONE - TYPICAL

4'-0" IRRIGATION AISLE

BURIAL PLOT - TYPICAL

NOTES:

1. LOCATE SPRINKLER IN THE CENTER OF

THE IRRIGATION AISLE POSITIONED

PERPENDICULAR TO THE BURIAL PLOTS

AND MID POINT BETWEEN HEADSTONE

ROWS FOR ADJOURNING BURIAL PLOTS.

2. FOR UPRIGHT HEADSTONES THE

SPRINKLER SHALL BE SPACED

EQUIDISTANT BETWEEN THE ADJOINING

HEADSTONE.

3. EXACT LOCATION OF SPRINKLER IS

NECESSARY ALONG WITH HEAD PLUMB

SET TO ENSURE NO CONTACT WITH MAIN

NOZZLES AND HEAD STONE(S).

KEEP SPRINKLER A MINIMUM 12"

AWAY FROM GRID MONUMENT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

z

:\d es ig n pr oj ec ts

\m ar io n nc \d ra w in gs

\m ar io n nc ir rig at io n.

dw ch ris m er te d:

/1 5/

:3 lo t:1 0/

/2

4:

P M

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

TECHNOLOGY:

IMEG

11044 RESEARCH BLVD.

A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 17101

MARION NATIONAL CEMETERY

NEW LAND EXPANSION

817CM3025

OCTOBER 30, 2024

1700 E 38TH ST, MARION, IN 46953

Date:

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

ERIK CHRISTIANSEN, ASIC

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE. SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRAND OF --

100% CD SUBMITTAL

NOT FOR CONSTRUCTION

100% CONSTRUCTION

DOCUMENTSIRRIGATION DETAILS

3 5

IR-501

OF 266254254 OF 266254

SCALE:

2 SLEEVING DETAIL

NONE

CLASS 200 IRRIGATION PVC PIPE

(SCRAP PVC

SLEEVE MARKER

PAST

CURB

LINE

AND COMPACTED)

(BACKFILLED

TRENCH

VERTICAL SCRAP PVC PAINTED BLUE

MARK ALL SLEEVES AT BOTH ENDS WITH

NOTE:

CAP

ENDS(WIRE SLEEVE - GRAY IN COLOR)

3" SCH. 80 PVC 1'

-6

1'-0"

PAINTED BLUE)

SCH. 40 PVC PIPE SLEEVE

(SIZED TWO PIPE SIZES

LARGER THAN SLEEVED

IRRIGATION PIPE NOTED

ON PLAN)

ALL ROAD CROSSINGS ARE SUBJECT

TO CITY FINAL LOCATION AND APPROVAL

BEFORE INSTALLATION - TYPICAL

(SEE PLAN FOR SIZE)

AS PER CODE

SET SCREW ACCESS PLUG

CONNECTORS

HEX SET SCREW

CONDUCTOR LUG

CONDUCTOR SLEEVE

ALLEN WRENCH (3/16")

WIRE FROM GROUND PLATE

(GREEN/YELLOW)

BONDING/SHIELDING WIRES

10 AWG SOLID BARE COPPER

FINISH GRADE

TWO WIRE CABLE(S)

PIPE

TRACER WIRE

SEE SIZE ON PLAN

S1

WHT

BLK

600 FEET

MAXIMUM

WHT

BLK

SP-100

300 FEET

MAXIMUM

RKLD-050

2-WIRE MODULE

BLUE

BLUE

RKLD TO SOLENOID

WIRE (PAIGE ELECTRIC P7351D) RUN CANNOT

EXCEED 400 FEET

8 FEET (2.5M)

±10% COPPER

ROD

PD

D

2- W

IR

E

C

AB

LE

PD

D

2-

W

IR

E C

AB

LE

PD

D

2- W

IR

E

C

AB

LE

* (PD7350D) 14/2 (2.1mm ) JACKETED 2-WIRE CABLE

SEE 1, 2, OR 4 STATION DECODER MODULE DETAILS

WHITE

WHITE

RED

JACKETED 14/2 (2.1mm²)

P7351D DTS CABLE

SCALE:

4 PAIGE RE- ENTERABLE CONNECTOR # 270RCX

NONE

10" ROUND VALVE BOX

8' (2

.5 M

) M

IN

ROD - GREEN/YELLOW

SURGE ARRESTOR (SEE NOTES)

(SP-100)

3M DBR/Y-6 WIRE CONNECTOR

PAIGE P7350D

14/2 AWG (2.1mm )

COMM CABLE

NOTES:

- SHOW FOR DIAGRAMATIC PURPOSES

- AT SPLICE LOCATIONS PROVIDE SUFFICIENT SLACK

TO ALLOW THE SPLICE TO BE RAISED A MINIMUM OF

24" (600mm) ABOVE GRADE.

- THE SPLICES AND WIRE SLACK SHOULD BE SECURED

INSIDE OF THE VALVE BOX WITH TAPE OR NYLON ZIP

TIES. THE WIRES SHOULD BE COILED NO LESS THAN

THE DIAMETER OF A 1.5" (40mm) PVC PIPE. DO NOT

CREATE SHARP BENDS.

#6 (16mm²) SOLID COPPER

INSULATED WIRES

5/8" X 8' COPPER CLAD GROUND ROD TO

ACHIEVE 10 OHMS RES.

GROUND ROD SHOULD BE 8' (2.5M) ±10% FROM

THE SURGE ARRESTOR

3M DBR/Y-6 WIRE CONNECTORS

(SEE NOTES)

SERVICE

EXPANSION

COIL (SEE

NOTES)

SCALE:

SP-100

COMMUNICATION CABLE SURGE ARRESTOR

NONE

SP-100

S1RKLD-050

2-WIRE MODULE

BLUE

BLUE

WHITE

WHITE

RED

JACKETED 14/2 (2.1mm²)

P7351D DTS CABLE

S1RKLD-050

2-WIRE MODULE

BLUE

BLUE

WHITE

WHITE

RED

JACKETED 14/2 (2.1mm²)

P7351D DTS CABLE

SCALE:

5 SP-100 SURGE PROTECTION DIAGRAM

NONE

SCALE:

1 TRENCH DETAIL

NONE

GROUND WIRE (GREEN

FROM DECODER OR

LIGHTNING ARRESTER OR

DECODER CABLE FUSE

DEVISE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

z

:\d es ig n pr oj ec ts

\m ar io n nc \d ra w in gs

\m ar io n nc ir rig at io n.

dw ch ris m er te d:

/1 5/

:3 lo t:1 0/

/2

4:

P M

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

TECHNOLOGY:

IMEG

11044 RESEARCH BLVD.

A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 17101

MARION NATIONAL CEMETERY

NEW LAND EXPANSION

817CM3025

OCTOBER 30, 2024

1700 E 38TH ST, MARION, IN 46953

Date:

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

ERIK CHRISTIANSEN, ASIC

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE. SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRAND OF --

100% CD SUBMITTAL

NOT FOR CONSTRUCTION

100% CONSTRUCTION

DOCUMENTSIRRIGATION DETAILS

4 5

IR-502

OF 266255255 OF 266255

DETAIL "A"

CONCRETE ANCHOR

TYPICAL (4) LOCATIONS

DATENO.

DESCRIPTIONBY

THIS DRAWING AND DESIGN, IS THE

PROPERTY OF WATERTRONICS AND IS

NOT TO BE REPRODUCED IN WHOLE OR

PART, NOR EMPLOYED FOR ANY PURPOSE

OTHER THAN SPECIFICALLY PERMITTED IN

WRITING BY WATERTRONICS.

THIS DRAWING LOANED AND SUBJECT

TO RETURN ON DEMAND JOB NO.:

NTSSCALE:

DRAWN BY:

OF

DRAWING NO.

DATE:

SHEET SHEETS

TITLE:

WATERTRONICS

APPROVED AS SUBMITTED

APPROVED AS NOTED

REVISE AND RESUBMIT

SIGNATURE: _______________________

CHECKED BY:

DATE: ___________

NAME: ____________________________

DATE: MARION NATIONAL CEMETERY

WMBV-9000-7C-20X2-208-3-425-95

PRST14244

10/20/2020MTM

STATION COMPONENTS:

A 20HP PUMP AND MOTOR

B CHECK VALVE

C PRESSURE TRANSDUCER WITH GAUGE

D DI FLOW METER

E TEMP SENSOR

F STATION FAN (3X) (HOOD MOUNTED)

G STAINLESS STEEL BASE (UNPAINTED)

H MARINE GRADE ALUMINUM ENCLOSURE (UNPAINTED)

I N/A

J 5" STATION DISCHARGE ISOLATION VALVE

K PUMP DISCHARGE ISOLATION VALVE

L PUMP INTAKE ISOLATION VALVE

M 880V-6" RPZ BACKFLOW PREVENTER

N DEAD-FRONT DISCONNECT PANEL

O 6" STATION INTAKE ISOLATION VALVE

P 6" INTAKE DROP PIPE

Q 5" DISCHARGE DROP PIPE

R 500W HEATER

PUMP STATION SPECIFICATIONS:

NAME: MARION…