Springfield National Cemetery - Bid Docs - Plans.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

BID

DOCUMENTS

Office of Design and Construction

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Irrigation:

Project Director

Revisions: Date:

EC Design Group 400 5th Street West Des Moines, IA 50265

(515) 225-6365 o n e e i g h t h i n c o e f o o t o n e q u a r t e r i n e f o o t t h r e e e i g h e f o o t o n e h a l f i n e f o o t t h r e e q u a r t e r s i n e f o o t o n e i n e f o o t o n e a n d o n e h a l f i n e f o o t t h r e e i n c h e s e f o o t

A

B

C

D

E

F

13605 1st Ave. N #100 Plymouth, Minnesota 55441 P 763.412.4000 F 763.412 4090 ae-mn.com

JULY 12, 2019 OF

BID DOCUMENTS

WATER SERVICE AND

IRRIGATION SYSTEM

IMPROVEMENTS

SPRINGFIELD MISSOURI

879CM3016

Electrical Engineering:

IMEG Corp.

623 26th Avenue Rock Island, IL 61201

(309) 793-3404

DEPARTMENT OF VETERANS AFFAIRS

SPRINGFIELD NATIONAL CEMETERY

SPRINGFIELD, MISSOURI

WATER SERVICE AND IRRIGATION SYSTEM IMPROVEMENTS

VA PROJECT NO. 879CM3016

CONSULTANTS

ANDERSON ENGINEERING OF MN, LLC

PROJECT MANAGEMENT, CIVIL ENGINEERING, AND

LAND SURVEY

IMEG, INC

ELECTRICAL ENGINEERING

EC DESIGN GROUP LTD.

IRRIGATION

SITE DATA

SPRINGFIELD NATIONAL CEMETERY

STREET ADDRESS:

1702 E SEMINOLE ST

SPRINGFIELD, MO 65804

COUNTY:

GREENE COUNTY

13605 1ST AVENUE NORTH, SUITE 100

PLYMOUTH, MN 55441

CONTACT: IAN WEBER, PROJECT MANAGER

PHONE: (763) 412-4000

626 26TH AVENUE

ROCK ISLAND, IL 61201

CONTACT: MATT SNYDER

PHONE: (309) 793-3404

400 5TH STREET

WEST DES MOINES, IA 50265

CONTACT: ERIK CHRISTIANSEN

PHONE: (515) 225-6365

LOCATION MAPVICINITY MAP N.T.S. N.T.S.

SPRINGFIELD NATIONAL

CEMETERY

SPRINGFIELD NATIONAL

CEMETERY

N N

SHEET LIST INDEX

SHEET SHEET TITLE

GENERAL

G-001 COVER SHEET

SITE & UTILITY

C-101 EXISTING CONDITIONS

C-102 DEMOLITION PLAN

IRRIGATION

I-1.0 SITE IRRIGATION PLAN

I-2.0 IRRIGATION DETAILS

I-2.1 PUMP DETAILS

COVER SHEET

G-001

C-104 WATER SERVICE PLAN

C-108 FLOWER WATERING STATION DETAILS

I-1.1 SITE IRRIGATION PLAN

ELECTRICAL

E-001 ELECTRICAL COVER SHEET

E-002 ELECTRICAL SITE PLAN

I-1.2 SITE IRRIGATION PLAN

I-1.3 I-1.4

ELECTRICAL/COMMUNICATION SCHEMATIC PLAN

ELECTRICAL/COMMUNICATION SCHEMATIC PLAN

I-1.5 ELECTRICAL/COMMUNICATION SCHEMATIC PLAN

C-107 FLOWER WATERING STATION PLAN

C-105 WATER SERVICE PHASING PLAN

C-103 SITE PLAN

C-106 PHASING PLAN

PAGE

1 21

C-110 CIVIL DETAILS 2

C-109 CIVIL DETAILS 1

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GARY R JOHNSON

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NUMBER PE-2012005390

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SECTION 6

SECTION B

SECTION G

SECTION F

SECTION 21

SECTION 20

SECTION 22

SECTION 23

MEMORIAL AREA

SECTION 24

SECTION 31

SECTION 19

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

BID

DOCUMENTS

Office of Design and Construction

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Irrigation:

Project Director

Revisions: Date:

EC Design Group 400 5th Street West Des Moines, IA 50265

(515) 225-6365 o n e e i g h e f o o t o n e q u a r t e r i n e f o o t t h r e e e i g h e f o o t o n e h a l f i n e f o o t t h r e e q u a r t e r s i n e f o o t o n e i n e f o o t o n e a n d o n e h a l f i n e f o o t t h r e e i n c h e e f o o t

A

B

C

D

E

F

13605 1st Ave. N #100 Plymouth, Minnesota 55441 P 763.412.4000 F 763.412 4090 ae-mn.com

JULY 12, 2019 OF

BID DOCUMENTS

WATER SERVICE AND

IRRIGATION SYSTEM

IMPROVEMENTS

SPRINGFIELD MISSOURI

879CM3016

Electrical Engineering:

IMEG Corp.

623 26th Avenue Rock Island, IL 61201

(309) 793-3404

1. THE LOCATION AND EXTENT OF UNDERGROUND

UTILITIES, IF SHOWN, ARE BASED UPON EXISTING

DRAWINGS PROVIDED BY THE CLIENT AND/OR BY

ABOVE GROUND EVIDENCE COLLECTED DURING

SITE SURVEY PROVIDED BY ANDERSON

ENGINEERING OF MN, LLC. THERE IS NO

GUARANTEE AS TO THE ACCURACY OF THE

COMPLETENESS OF THIS INFORMATION. THE SIZE

AND LOCATION SHOULD BE CONSIDERED

APPROXIMATE. ADDITIONAL UNDERGROUND

UTILITIES MAY BE PRESENT. THE LOCATION OF

UTILITIES SHALL BE CONFIRMED BY THE

CONTRACTOR PRIOR TO ANY DEMOLITION OR

CONSTRUCTION.

2. LAYOUT OF SITE FEATURES IS BASED ON A

COMBINATION OF SURVEY PROVIDED BY

ANDERSON ENGINEERING OF MN, LLC ON MARCH

11, 2019 AND INFORMATION PROVIDED BY THE

CLIENT.

0 40' 80'

N

EXISTING CONCRETE

STORMWATER CHANNEL

LEGEND

EXISTING IRRIGATION LINE

(SEE NOTE 1)

EXISTING SANITARY SEWER

EXISTING GAS LINE (SEE NOTE 1)

EXISTING TELEPHONE LINE

EXISTING WATERMAIN (SEE NOTE 1)

EXISTING OVERHEAD POWER LINE

EXISTING FENCE

IR

SS

G

W

HEADSTONE DIRECTION

NOTES

EXISTING UNDERGROUND ELECTRIC

C-101

EXISTING CONDITIONS

EXISTING WATERMAIN (2019 SURVEY)

EXISTING GAS LINE (2019 SURVEY)

C-101

1 EXISTING CONDITIONS - MAINTENANCE AND LODGE

SCALE 1" = 20'

SEMINOLE STREET

H A

ZE

LW

O O

D C

E N

TE

R

D R

IV

E

INV 1331.3

INV 1331.2

EXISTING 2" WATERMAIN

SERVICE (APPROXIMATE)

EXISTING 8" WATERMAIN(APPROXIMATE)

M A

IN

TE

N A

N C

E

LO

D

G E

TELEPHONE MANHOLE

WATER VAULT

GAS METER

EM

ELECTRIC METER

POWER POLE

IRRIGATION VAULT

EXISTING TREE

ROOF DRAIN

AIR CONDITIONING

EXISTING HEADSTONE AND

HEADSTONE LINE

C-101

2 21

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SECOND DRIVE SOUTH

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IR

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HAZELWOOD CENTER DRIVE

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FRANE DRIVE

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GENERAL HOGAN DRIVE

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POST DRIVE

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FREEMAN STREET

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WEST DRIVE

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EAST DRIVE

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FREEMAN STREET

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GENERAL LYON BLVD.

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SEMINOLE STREET

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FREEMAN STREET

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GARY R JOHNSON

NUMBER PE-2012005390

N

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

BID

DOCUMENTS

Office of Design and Construction

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Irrigation:

Project Director

Revisions: Date:

EC Design Group 400 5th Street West Des Moines, IA 50265

(515) 225-6365 o n e e i g h e f o o t o n e q u a r t e r i n e f o o t t h r e e e i g h e f o o t o n e h a l f i n e f o o t t h r e e q u a r t e r s i n e f o o t o n e i n e f o o t o n e a n d o n e h a l f i n e f o o t t h r e e i n c h e e f o o t

A

B

C

D

E

F

13605 1st Ave. N #100 Plymouth, Minnesota 55441 P 763.412.4000 F 763.412 4090 ae-mn.com

JULY 12, 2019 OF

BID DOCUMENTS

WATER SERVICE AND

IRRIGATION SYSTEM

IMPROVEMENTS

SPRINGFIELD MISSOURI

879CM3016

Electrical Engineering:

IMEG Corp.

623 26th Avenue Rock Island, IL 61201

(309) 793-3404

SEMINOLE STREET

0 5' 10'

LEGEND

SECTION

SECTION

DEMOLITION PLAN

C-102

EXISTING WATER LINE

EXISTING TELEPHONE LINE AND

UTILITY MANHOLE

EXISTING HEADSTONE AND

HEADSTONE LINE

EXISTING GAS LINE

EXISTING TELEPHONE LINE

EXISTING GATE VALVE

EXISTING GAS METER

EM

EXISTING ELECTRIC METER

EXISTING POWER POLE

REMOVE EXISTING

2" SERVICE

ASPHALT REMOVAL LIMITS

CONCRETE REMOVAL LIMITS

MAINTENANCE BUILDING

LODGE

PROTECT EXISTING SHED TO REMAIN

EXISTING IRRIGATION VAULT

EXISTING TREE

EXISTING ROOF DRAIN

EXISTING AIR CONDITIONING UNIT

KEYNOTES:

1 PROTECT EXISTING UTILITIES TO REMAIN

PROTECT EXISTING AIR CONDITIONING UNITS AND GAS

METER.

REMOVE EXISTING WATER LINE TO EXCAVATION LIMITS FOR

NEW WATER SERVICE. CAP WATER MAIN AT REMOVAL LIMIT

AND ABANDON REMAINING WATER LINE IN PLACE.

REMOVE EXISTING 12" SPRUCE.

REMOVE EXISTING YARD HYDRANT.

REMOVE EXISTING BOLLARDS AS REQUIRED FOR WATER

SERVICE INSTALLATION. REPLACE BOLLARDS IN KIND.

REPLACED BOLLARDS TO MATCH EXISTING BOLLARDS TO

REMAIN.

REMOVE EXISTING GATE VALVE.

REMOVE EXISTING SIDEWALK TO NEAREST JOINT. SAWCUT

AT REMOVAL LIMIT. (TYP.)

REMOVE EXISTING WATER SERVICE WITHIN EXCAVATION

LIMITS OF NEW WATERMAIN. CAP WATERMAIN AT REMOVAL

LIMITS.

REMOVE EXISTING ASPHALT FOR NEW WATERMAIN

INSTALLATION. SAWCUT AT REMOVAL LIMITS. (TYP.)

CUT AND CAP EXISTING WATER SERVICE 5FT FROM PUMP

ENCLOSURE.

PROTECT EXISTING CEMETERY WALL TO REMAIN.

REMOVE EXISTING CONCRETE TO NEAREST JOINT. SAWCUT

AT REMOVAL LIMIT. (TYP.)

CITY UTILITIES TO RETIRE EXISTING WATER SERVICES

WITHIN THE CITY'S ROW. CONTRACTOR TO COORDINATE

THE REMOVAL OF THE EXISTING SERVICE WITH CEMETERY

STAFF AND UTILITY PROVIDER. REMOVAL OF THE EXISTING

UTILITY SHALL BE COORDINATED SUCH THAT WATER

SERVICE IS PROVIDED TO THE CEMETERY THROUGHOUT

CONSTRUCTION.

REMOVE SIDEWALK / FINISHED SURFACE AS NEEDED FOR

BORING UNDER CEMETERY WALL PER APPROVED BORING

PLAN. REPLACE SIDEWALK AND BOULEVARD IN KIND.

1 1

6 6

20.12'

.3

4'

29.49'

21.25'

.5

7'

15.39'

.2

7'

15.68'

.9

9'

.6

3'

38.57'

.2

1'

SAWCUT LINE (APPROX.)

3 21

GREEN SPACE WITHIN REMOVAL LIMITS

GENERAL NOTES:

1. CONTRACTOR SHALL CONTACT THE COR REGARDING ANY

DISCREPANCIES BETWEEN FIELD CONDITIONS AND PLANS PRIOR TO

PROCEEDING WITH WORK. ALL FIELD ADJUSTMENTS MUST BE

APPROVED BY THE COR PRIOR TO INSTALLATION.

2. ALL ELEMENTS TO BE INSTALLED PER PLAN DETAILS AND

MANUFACTURER'S RECOMMENDATION.

3. CONTRACTOR RESPONSIBLE FOR OBTAINING ALL NECESSARY

CONSTRUCTION PERMITS TO CARRY OUT ENTIRE PROJECT.

PERMITS SHALL BE IN PLACE PRIOR TO ANY CONSTRUCTION

ACTIVITIES. NOTIFY APPROPRIATE UTILITY COMPANY OF ANY AND

ALL PROPOSED WORK.

4. CONTRACTOR RESPONSIBLE FOR ALL FEES FOR PERMITS AND

UTILITY WORK TO BE PERFORMED BY CITY UTILITIES.

5. LOCATION OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR

TO VERIFY LOCATION OF UTILITY LINES PRIOR TO CONSTRUCTION,

AND NOTIFY COR IMMEDIATELY IF EXISTING CONDITIONS VARY FROM

PLANS. CONTRACTOR SHALL VERIFY THE LOCATIONS AND

ELEVATIONS OF ALL OFF-SITE UTILITIES WITH THE RESPECTIVE

UTILITY COMPANIES PRIOR TO CONSTRUCTION.

6. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL EROSION

CONTROL MEASURES SHOWN ON THESE PLANS AND SHALL

IMPLEMENT ANY ADDITIONAL EROSION CONTROL MEASURES AS MAY

BE REQUIRED TO PROTECT THE ADJACENT PROPERTY.

7. CONTRACTOR SHALL REMOVE AND DISPOSE OFF-SITE ALL

DEMOLITION ITEMS IN ACCORDANCE WITH APPLICABLE FEDERAL,

STATE, AND LOCAL REQUIREMENTS.

8. ALL EXISTING UTILITIES ARE TO BE PROTECTED UNLESS NOTED

OTHERWISE.

9. SUBSTITUTIONS FROM INFO HEREON SHALL BE REVIEWED AND

APPROVED BY THE COR.

10. CONTRACTOR REQUIRED TO PROVIDE SAFETY SIGNAGE,

BARRICADES, AND CONSTRUCTION FENCING TO PROTECT AREAS OF

CONSTRUCTION FROM GENERAL PUBLIC ACCESS.

11. ALL CONSTRUCTION SHALL COMPLY WITH THE MOST CURRENT NCA

SPECIFICATIONS UNLESS SPECIFIED OTHERWISE.

INSTALL SILT FENCE (GREENSPACE)

OR BIOROLLS (PAVED)

AutoCAD SHX Text

GARY R JOHNSON

EM

5' (TYP.)

M

AT

C H

E

XI

ST

IN

G

3.2'

.3

8.0'

17.5'

20.1'

22.4'

.3

15.4'

.7

.2

38.6'

.6

24.8'

.6

20.4'

.0

4 5 6

8910111213

Point #

Northing

489059.14

489052.90

489051.93

489058.17

Easting

1417699.19

1417698.82

1417715.29

1417715.67

Point #

Northing

489056.24

Easting

1417721.56

Point #

Northing

489057.26

489053.90

489050.54

489050.80

489051.03

489051.25

489051.48

489051.71

489055.07

Easting

1417723.66

1417723.51

1417723.36

1417718.15

1417713.05

1417707.96

1417702.86

1417697.77

1417697.92

N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

BID

DOCUMENTS

Office of Design and Construction

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Irrigation:

Project Director

Revisions: Date:

EC Design Group 400 5th Street West Des Moines, IA 50265

(515) 225-6365 o n e e i g h e f o o t o n e q u a r t e r i n e f o o t t h r e e e i g h e f o o t o n e h a l f i n e f o o t t h r e e q u a r t e r s i n e f o o t o n e i n e f o o t o n e a n d o n e h a l f i n e f o o t t h r e e i n c h e e f o o t

A

B

C

D

E

F

13605 1st Ave. N #100 Plymouth, Minnesota 55441 P 763.412.4000 F 763.412 4090 ae-mn.com

JULY 12, 2019 OF

BID DOCUMENTS

WATER SERVICE AND

IRRIGATION SYSTEM

IMPROVEMENTS

SPRINGFIELD MISSOURI

879CM3016

Electrical Engineering:

IMEG Corp.

623 26th Avenue Rock Island, IL 61201

(309) 793-3404

SEMINOLE STREET

0 5' 10'

LEGEND

SECTION

EXISTING WATER LINE

EXISTING TELEPHONE LINE AND

UTILITY MANHOLE

SECTION

KEYNOTES:

EXISTING HEADSTONE LINE

1 INSTALL NEW SLAB AND IRRIGATION PUMP ENCLOSURE.

SEE SHEET A101 AND A 103 FOR DETAILS.

INSTALL NEW CONCRETE BOLLARD PER 4/C-110. NEW

CONCRETE BOLLARDS TO MATCH EXISTING ON-SITE

BOLLARDS IN HEIGHT AND COLOR. NOTIFY COR IF

SPECIFIED BOLLARDS DIFFER FROM EXISTING CONDITIONS.

NEW ELECTRICAL METER. SEE ELECTRICAL PLANS FOR

DETAILS.

PROTECT EXISTING BUILDINGS TO REMAIN.

PROTECT EXISTING DOWNSPOUTS TO REMAIN.

INSTALL NEW PAVEMENT MARKINGS. REMOVE EXISTING

PAVEMENT MARKINGS IN THEIR ENTIRETY WHERE

IMPACTED BY WATER SERVICE INSTALLATION. NEW

PAVEMENT MARKINGS TO MATCH EXISTING (TYP.).

PROTECT EXISTING WALL THROUGHOUT CONSTRUCTION.

PROTECT EXISTING BURIAL SECTIONS.

RESTORE EXISTING BOLLARD IN KIND. LOCATION TO MATCH

EXISTING.

SITE PLAN

C-103

MAINTENANCE BUILDING

LODGE

NEW YARD HYDRANT

SHED

NEW ASPHALT PAVEMENT PER

2/C-110

NEW CONCRETE PAVEMENT /

SIDEWALK PER 1/C-110

NEW CONCRETE BOLLARD PER 4/C-110

2 2 2 2 2 2

8 8

BOOSTER PUMP SLAB

REFERENCE POINTS

ELECTRICAL METER

REFERENCE POINT

BOLLARD REFERENCE POINTS

24.0'

4 21

GENERAL NOTES:

1. CONTRACTOR SHALL CONTACT THE COR REGARDING ANY

DISCREPANCIES BETWEEN FIELD CONDITIONS AND PLANS

PRIOR TO PROCEEDING WITH WORK. ALL FIELD

ADJUSTMENTS MUST BE APPROVED BY THE COR PRIOR TO

INSTALLATION.

2. ALL ELEMENTS TO BE INSTALLED PER PLAN DETAILS AND

MANUFACTURER'S RECOMMENDATION.

3. CONTRACTOR RESPONSIBLE FOR OBTAINING ALL NECESSARY

CONSTRUCTION PERMITS TO CARRY OUT ENTIRE PROJECT.

PERMITS SHALL BE IN PLACE PRIOR TO ANY CONSTRUCTION

ACTIVITIES. NOTIFY APPROPRIATE UTILITY COMPANY OF ANY

AND ALL PROPOSED WORK.

4. CONTRACTOR RESPONSIBLE FOR ALL FEES FOR PERMITS

AND UTILITY WORK TO BE PERFORMED BY CITY UTILITIES.

5. LOCATION OF EXISTING UTILITIES ARE APPROXIMATE.

CONTRACTOR TO VERIFY LOCATION OF UTILITY LINES PRIOR

TO CONSTRUCTION, AND NOTIFY COR IMMEDIATELY IF

EXISTING CONDITIONS VARY FROM PLANS. CONTRACTOR

SHALL VERIFY THE LOCATIONS AND ELEVATIONS OF ALL

OFF-SITE UTILITIES WITH THE RESPECTIVE UTILITY

COMPANIES PRIOR TO CONSTRUCTION.

6. ALL EXISTING UTILITIES ARE TO BE PROTECTED UNLESS

NOTED OTHERWISE.

7. SUBSTITUTIONS FROM INFO HEREON SHALL BE REVIEWED

AND APPROVED BY THE COR.

8. ALL CONSTRUCTION SHALL COMPLY WITH THE MOST

CURRENT NCA SPECIFICATIONS UNLESS SPECIFIED

OTHERWISE.

9. NEW CONSTRUCTION FEATURES SHALL MATCH INTO EXISTING

WHERE APPLICABLE. PROVIDE SMOOTH TRANSITION AT

MATCHING POINT.

AutoCAD SHX Text

GARY R JOHNSON

TS 1333.00

FG 1332.85

TS 1333.00

FG 1332.85

TS 1332.80

FG 1332.60

TS 1332.80

FG 1332.60

TS 1333.00

FG 1332.90

N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

BID

DOCUMENTS

Office of Design and Construction

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Irrigation:

Project Director

Revisions: Date:

EC Design Group 400 5th Street West Des Moines, IA 50265

(515) 225-6365 o n e e i g h e f o o t o n e q u a r t e r i n e f o o t t h r e e e i g h e f o o t o n e h a l f i n e f o o t t h r e e q u a r t e r s i n e f o o t o n e i n e f o o t o n e a n d o n e h a l f i n e f o o t t h r e e i n c h e e f o o t

A

B

C

D

E

F

13605 1st Ave. N #100 Plymouth, Minnesota 55441 P 763.412.4000 F 763.412 4090 ae-mn.com

JULY 12, 2019 OF

BID DOCUMENTS

WATER SERVICE AND

IRRIGATION SYSTEM

IMPROVEMENTS

SPRINGFIELD MISSOURI

879CM3016

Electrical Engineering:

IMEG Corp.

623 26th Avenue Rock Island, IL 61201

(309) 793-3404

SEMINOLE STREET

0 5' 10'

INSTALL 20 LF 2" TYPE K

COPPER DOMESTIC

WATER LINE

INSTALL 85 LF 2" TYPE K COPPERDOMESTIC WATER LINE

IN

ST

AL

L

LF

" T

YP

E K

C O

PP

ER

D O

M

ES

TI

C

W

AT

ER

L

IN

E

INSTALL 20' OF 6" HDPE

WATERMAIN

LEGEND

NEW WATER LINE

NEW THREE PHASE ELECTRIC LINE

IN

S

TA

LL

LF

6"

H D

P E

IR

R

IG

A

TI

O

N S

E R

V

IC

E

SECTION

EXISTING WATER LINE

EXISTING TELEPHONE LINE AND

UTILITY MANHOLE

SECTION

KEYNOTES:

HEADSTONE LINE

CONTRACTOR TO HAVE LICENSED PLUMBER ON SITE TO

MAKE CONNECTION TO EXISTING SERVICE WITHIN INTERIOR

OF LODGE AND EXTERIOR OF MAINTENANCE BUILDING.

NEW ELECTRICAL METER PROVIDED BY CITY. SEE

ELECTRICAL PLANS FOR DETAILS.

CONNECT NEW WATER SERVICE TO EXISTING 6" SOLID

SLEEVE FITTING INSTALLED BY CITY UTILITIES.

INSTALL LOWERING IN WATER SERVICE. SEE C-105.

NEW POWER POLE TO BE INSTALLED BY CITY UTILITIES

PRIOR TO CONSTRUCTION. SEE ELECTRICAL PLANS FOR

DETAILS.

IRRIGATION AND PUMP ENCLOSURE. SEE SHEET A101 AND A

103 FOR DETAILS.

6" WET TAP AND METER INSTALLATION TO BE PERFORMED

BY THE CITY OF SPRINGFIELD. CITY UTILITIES TO INSTALL 6"

DUCTILE IRON SERVICE TO 6" SOLID SLEEVE FITTING FOR

SERVICE CONNECTION PRIOR TO CONSTRUCTION.

COORDINATE WITH UTILITY PROVIDER FOR NEW SERVICE

LOCATION.

CITY UTILITIES TO RETIRE EXISTING WATER SERVICES WITH

THE CITY ROW. CONTRACTOR TO COORDINATE THE

REMOVAL OF THE EXISTING SERVICE WITH CEMETERY

STAFF AND UTILITY PROVIDER. REMOVAL OF THE EXISTING

UTILITY SHALL BE COORDINATED SUCH THAT WATER

SERVICE IS PROVIDED TO THE CEMETERY THROUGHOUT

CONSTRUCTION.

INSTALL 6" X 6" X 6" TEE.

INSTALL 6" X 2" REDUCER.

INSTALL 2" TYPE K COPPER TEE.

CONNECT NEW WATER LINE TO EXISTING SERVICE.

CONTRACTOR TO VERIFY LOCATION OF EXISTING SERVICE

AT BUILDINGS PRIOR TO CONSTRUCTION.

PROTECT EXISTING UTILITIES TO REMAIN.

NEW YARD HYDRANT. LOCATION TO BE VERIFIED IN THE

FIELD BY CEMETERY STAFF. SEE 3/C-110.

CONTINUE WATER SERVICE TO IRRIGATION SYSTEM. SEE

IRRIGATION PLANS FOR ADDITIONAL DETAILS.

CONTRACTOR TO BORE WATERMAIN UNDER EXISTING

CEMETERY WALL. THE CEMETERY WALL IS TO BE

PROTECTED THROUGHOUT CONSTRUCTION. THE

CONTRACTOR SHALL SUBMIT A BORING AND SHORING PLAN

SIGNED BY AN ENGINEER LICENSED WITHIN THE STATE OF

MISSOURI FOR CEMETERY AND COR REVIEW NO LESS THAN

10 BUSINESS DAYS PRIOR TO BORING OPERATION.

CONTRACTOR TO REPLACE IN KIND ANY SIDEWALK

DAMAGED BY UTILITY INSTALLATION. COORDINATE

SIDEWALK DEMOLITION AND REPAIR WITH CITY.

INSTALL CORP STOP.

INSTALL MO DNR APPROVED BACKFLOW PREVENTER

DEVICE 12" ABOVE BASEMENT FLOOR LEVEL WITHIN LODGE.

INSTALL MO DNR APPROVED BACKFLOW PREVENTER

WATER SERVICE PLAN

C-104

MAINTENANCE BUILDING

LODGE

IN

ST

AL

L

L

F 2"

TY

PE

K C

O

PP

ER

D

O M

ES

TI

C W

AT

ER

L

IN

E

YARD HYDRANT

SHED

1. ALL WATER SERVICES SHALL BE INSTALLED SUCH THAT A

MINIMUM BURY DEPTH OF 4 FT TO THE TOP OF PIPE IS

MAINTAINED.

2. REPLACED PAVEMENT GRADES ARE TO MATCH EXISTING

UNLESS NOTED OTHERWISE.

NOTES:

12 112

5 21

19 20

TS 1333.00

FG 1332.85

TOP OF BOOSTER PUMP SLAB AND FINISHED

GRADE ELEVATION AT EDGE OF SLAB.

AutoCAD SHX Text

GARY R JOHNSON

N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

BID

DOCUMENTS

Office of Design and Construction

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Irrigation:

Project Director

Revisions: Date:

EC Design Group 400 5th Street West Des Moines, IA 50265

(515) 225-6365 o n e e i g h e f o o t o n e q u a r t e r i n e f o o t t h r e e e i g h e f o o t o n e h a l f i n e f o o t t h r e e q u a r t e r s i n e f o o t o n e i n e f o o t o n e a n d o n e h a l f i n e f o o t t h r e e i n c h e e f o o t

A

B

C

D

E

F

13605 1st Ave. N #100 Plymouth, Minnesota 55441 P 763.412.4000 F 763.412 4090 ae-mn.com

JULY 12, 2019 OF

BID DOCUMENTS

WATER SERVICE AND

IRRIGATION SYSTEM

IMPROVEMENTS

SPRINGFIELD MISSOURI

879CM3016

Electrical Engineering:

IMEG Corp.

623 26th Avenue Rock Island, IL 61201

(309) 793-3404

SEMINOLE STREET

0 5' 10'

PHASE 2 WATER SERVICE

LEGEND

NEW WATER LINE

SECTION

EXISTING WATER LINE

SECTION

WATER SERVICE

PHASING PLAN

C-105

MAINTENANCE BUILDING

LODGE

SHED

1. WATER SERVICE SHALL BE PROVIDED TO THE LODGE AND

MAINTENANCE BUILDING THROUGHOUT CONSTRUCTION.

2. PHASE 1: INSTALL PHASE 1 WATER SERVICE TO WITHIN

FOUR FEET OF THE EXISTING WATER SERVICE.

3. PHASE 2: INSTALL PHASE 2 WATERMAIN TO WITHIN FOUR

FEET OF THE EXISTING WATER SERVICE AND LODGE.

4. PHASE 3: CONNECT PHASE 1 AND PHASE 2 WATER

SERVICES TO MAINTENANCE BUILDING AND LODGE.

CONNECT PHASE 2 WATER SERVICE LINE TO PHASE 1

WATER SERVICE LINE. REMOVE PORTION OF EXISTING

WATER SERVICE CROSSING PHASE 1 / PHASE 2

CONNECTION.

4.1. BORING UNDER EXISTING CEMETERY WALL AND

CONNECTION TO CITY PROVIDED STUB MUST BE

COMPLETED PRIOR TO PHASE 3.

4.2. COORDINATE WITH THE COR AND CEMETERY STAFF

FOR TEMPORARY DISRUPTION TO SERVICE TO OCCUR

THROUGHOUT PHASE 3. THE COR SHALL BE NOTIFIED

NO LATER THAN 10 BUSINESS DAYS PRIOR TO THE

TEMPORARY SERVICE DISRUPTION.

4.3. EXISTING WATER SERVICE TO BE SHUT OFF AT THE

EXISTING WATER VALVE WITHIN THE CITY ROW

IMMEDIATELY PRIOR THE COMMENCEMENT OF PHASE 3.

4.4. INTERIOR PLUMBING WITHIN THE BASEMENT OF THE

LODGE IS TO OCCUR PRIOR TO THE COMMENCEMENT

OF PHASE 4.

5. PHASE 4: REMOVE THE REMAINING EXISTING WATER

SERVICE AS SHOWN ON C-102.

6. PHASE 5: INSTALL BOOSTER PUMP AND PHASE 5 WATER

SERVICE.

7. RESTORATION OF THE PAVING AND LANDSCAPING PARKING

LOT AND YARDS OF THE MAINTENANCE BUILDING AND

LODGE SHALL BE COMMENCE IMMEDIATELY FOLLOWING

THE CONCLUSION OF PHASE 5.

8. PHASES 1-5 ARE TO OCCUR CONSECUTIVELY WITHOUT

DELAY BETWEEN PHASES.

9. PHASE 1 AND PHASE 2 WATER SERVICE LINE TO BE ACTIVE

AND PROTECTED THROUGHOUT PHASE 4 AND PHASE 5.

10. NEW YARD HYDRANT INSTALLATION SHALL NOT OCCUR

PRIOR TO THE CONCLUSION OF PHASE 4.

PHASING NOTES

PHASE 1 WATER SERVICE

PHASE 2 WATER SERVICE

PHASE 5 WATER SERVICE

P H

A S

E

W A

TE

R

S E

R V

IC

E

P H

A S

E

W A

TE

R

S E

R V

IC

E

INSTALL LOWERING IN PHASE 2 WATER

SERVICE PER [DETAIL] SUCH THAT 12"

(MIN) OF SEPARATION IS PRESENT

BETWEEN PHASE 2 AND PHASE 5 WATER

SERVICES.

6 21

AutoCAD SHX Text

GARY R JOHNSON

SECTION 6

SECTION B

SECTION G

SECTION F

SECTION 21

SECTION 20

SECTION 22

SECTION 23

MEMORIAL AREA

SECTION 24

SECTION 31

SECTION 19

S E

C

TI

O N

S E

C

TI

O N

SECTION 34

SECTION 2S

SECTION 1S

SECTION 1N

SECTION 2N

SECTION A

SECTION E

SECTION D

S E

C

TI

O N

C A

S E

C

TI

O N

C B

SECTION J

SECTION I

SECTION 27

SECTION 25

SECTION 26

S E

C

TI

O N

SECTION 33

SECTION 2

S E

C

TI

O N

S

E C

TI

O

N

SECTION 5

S E

C

TI

O N

S

E C

TI

O

N

SECTIO

N 1

SEC

TIO

N

S E

C

TI

O N

SE

CT

IO

N

SECTIO

N 16

S E

C

TI

O N

S E

C

TI

O N

S

E C

TI

O

N

S E

C

TI

O N

SECTI

ON 11

SECTI

ON 18

S E

C

TI

O N

SECTION K

SECTION H

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

BID

DOCUMENTS

Office of Design and Construction

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Irrigation:

Project Director

Revisions: Date:

EC Design Group 400 5th Street West Des Moines, IA 50265

(515) 225-6365 o n e e i g h e f o o t o n e q u a r t e r i n e f o o t t h r e e e i g h e f o o t o n e h a l f i n e f o o t t h r e e q u a r t e r s i n e f o o t o n e i n e f o o t o n e a n d o n e h a l f i n e f o o t t h r e e i n c h e e f o o t

A

B

C

D

E

F

13605 1st Ave. N #100 Plymouth, Minnesota 55441 P 763.412.4000 F 763.412 4090 ae-mn.com

JULY 12, 2019 OF

BID DOCUMENTS

WATER SERVICE AND

IRRIGATION SYSTEM

IMPROVEMENTS

SPRINGFIELD MISSOURI

879CM3016

Electrical Engineering:

IMEG Corp.

623 26th Avenue Rock Island, IL 61201

(309) 793-3404

0 40' 80'

N

C-106

PHASING PLAN

SEE SHEET C-105

LEGEND

PHASE 6A AREA

PHASE 6B AREA

PHASE 6C AREA

DEMOLITION OF EXISTING

IRRIGATION SYSTEM

1. THE EXISTING IRRIGATION SYSTEM IS TO BE REMOVED

WHERE ENCOUNTERED DURING CONSTRUCTION.

2. IT IS ANTICIPATED THAT THE EXISTING IRRIGATION

SYSTEM CONSISTS OF 2" - 4" DIAMETER PIPE.

3. REMOVAL OF THE EXISTING IRRIGATION SYSTEM

SHALL BE LIMITED TO THAT EXPOSED DURING

EXCAVATION FOR NEW SITE IMPROVEMENTS.

4. IN ALL CASES, EXISTING IRRIGATION SYSTEM

REMOVAL SHALL NOT OCCUR OVER OTHERWISE

UNDISTURBED GRAVE SITES. REMOVAL OF EXISTING

IRRIGATION SYSTEM ENCOUNTERED OVER

GRAVESITES SHALL BE LIMITED TO AS REQUIRED FOR

THE INSTALLATION OF THE NEW IRRIGATION UTILITY.

5. EXISTING IRRIGATION UTILITIES OUTSIDE OF THE AREA

DESCRIBED ABOVE ARE TO BE ABANDONED IN PLACE.

IRRIGATION SYSTEM PHASING

1. THE EXISTING IRRIGATION SYSTEM SHALL BE

BROUGHT OFF-LINE PRIOR TO PHASE 6

CONSTRUCTION. COORDINATE WITH COR AND

CEMETERY FOR IRRIGATION SHUT OFF DATE.

2. PHASE 6 INCLUDES THAT WORK REQUIRED TO INSTALL

THE NEW IRRIGATION SYSTEM. SEE IRRIGATION PLANS

FOR DETAILS.

3. PHASE 6 MAY OCCUR CONCURRENTLY WITH PHASES

1-5. SEE SHEET C-105.

4. WORK WITHIN SUBPHASES 6A, 6B, AND 6C SHALL NOT

OCCUR CONCURRENTLY. ONCE WORK HAS BEGUN IN A

PHASE 6 SUBPHASE, WORK WITHIN THE OTHER

SUBPHASE AREAS SHALL NOT COMMENCE UNTIL

AFTER THE CURRENT SUBPHASE AREA IS RESTORED.

5. PHASE 6 SUBPHASES AREAS ARE APPROXIMATE.

CONTRACTOR TO SUBMIT A PHASING PLAN FOR COR /

CEMETERY REVIEW PRIOR TO THE COMMENCEMENT

OF PHASE 6.

CONSTRUCTION NOTES

1. ALL EXCAVATIONS (BORE HOLES, TRENCHES, ECT...

ARE TO BE BACKFILLED AT THE END OF EACH DAY.

2. DURING PHASE 1-5 WORK, CONTRACTOR SHALL

PROTECT THE PHASE 1-5 SITE WITH 4' TALL ORANGE

FENCING. ARRANGE FENCING SUCH THAT ACCESS TO

MAINTENANCE BUILDING AND LODGE IS MAINTAINED

THROUGHOUT CONSTRUCTION.

3. LANDSCAPE AREAS AND BURIAL SECTIONS ARE TO BE

RESTORED WITH SOD PER SECTION 32 90 00 OF THE

SPECIFICATIONS.

4. EXISTING PAVED AREAS DISTURBED FOR IRRIGATION

OR WATER SERVICE INSTALLATION ARE TO BE

RESTORED IN KIND UNLESS SHOWN OTHERWISE.

5. NEW IRRIGATION INSTALLED BENEATH THE

STORMWATER CHANNEL, CEMETERY WALLS, AND

EXISTING ROADS ARE TO BE INSTALLED THROUGH

DIRECTIONAL BORING. SEE IRRIGATION PLANS FOR

DETAILS. WHERE DIRECTIONAL BORING IS NOT

POSSIBLE, CONTRACTOR SHALL INSTALL IRRIGATION

SYSTEM THROUGH TRENCHING WITH COR APPROVAL.

7 21

CONTRACTOR STAGING AREA

CONTRACTOR STAGING AREA

CONTRACTOR SHALL UTILIZE STAGING AREA FOR

EQUIPMENT STORAGE THROUGHOUT ALL PHASES.

CONTRACTOR TO COORDINATE WITH COR AND

CEMETERY STAFF FOR SPECIFIC PORTION OF STAGING

AREA AVAILABLE FOR CONTRACTOR'S USE.

CONTRACTOR MAY PROVIDE PRIVACY/SECURITY FENCE

AROUND STAGING AREA, AT THE CONTRACTOR'S

DISCRETION, WITH PRIOR CONSENT FROM THE COR.

AutoCAD SHX Text

SECOND DRIVE SOUTH

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IR

AutoCAD SHX Text

HAZELWOOD CENTER DRIVE

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IR

AutoCAD SHX Text

IR

AutoCAD SHX Text

IR

AutoCAD SHX Text W

AutoCAD SHX Text

IR

AutoCAD SHX Text

IR

AutoCAD SHX Text W

AutoCAD SHX Text

IR

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text

SEMINOLE STREET

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text

FRANE DRIVE

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GENERAL HOGAN DRIVE

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POST DRIVE

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FREEMAN STREET

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WEST DRIVE

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EAST DRIVE

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FREEMAN STREET

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GENERAL LYON BLVD.

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SEMINOLE STREET

AutoCAD SHX Text W

AutoCAD SHX Text

GARY R JOHNSON

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

BID

DOCUMENTS

Office of Design and Construction

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Irrigation:

Project Director

Revisions: Date:

EC Design Group 400 5th Street West Des Moines, IA 50265

(515) 225-6365 o n e e i g h e f o o t o n e q u a r t e r i n e f o o t t h r e e e i g h e f o o t o n e h a l f i n e f o o t t h r e e q u a r t e r s i n e f o o t o n e i n e f o o t o n e a n d o n e h a l f i n e f o o t t h r e e i n c h e e f o o t

A

B

C

D

E

F

13605 1st Ave. N #100 Plymouth, Minnesota 55441 P 763.412.4000 F 763.412 4090 ae-mn.com

JULY 12, 2019 OF

BID DOCUMENTS

WATER SERVICE AND

IRRIGATION SYSTEM

IMPROVEMENTS

SPRINGFIELD MISSOURI

879CM3016

Electrical Engineering:

IMEG Corp.

623 26th Avenue Rock Island, IL 61201

(309) 793-3404

0 40' 80'

N

C-107

FLOWER WATERING STATION PLAN

8 21

SEE 1/C-108

SEE 2/C-108

SEE 3/C-108

SEE 4/C-108

SEE 5/C-108

AutoCAD SHX Text

GARY R JOHNSON

AutoCAD SHX Text

NUMBER PE-2012005390

AutoCAD SHX Text

SECOND DRIVE SOUTH

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WEST DRIVE

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GENERAL HOGAN DRIVE

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EAST DRIVE

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FREEMAN STREET

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POST DRIVE

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GENERAL LYON BLVD.

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FREEMAN STREET

AutoCAD SHX Text

FRANE DRIVE

AutoCAD SHX Text

SEMINOLE STREET

AutoCAD SHX Text

SEMINOLE STREET

HAZELWOOD CENTER DRIVE

FWS 1 - A

FWS 1 - B

FWS 2 - A

FWS 2 - B

FWS 3 - A

FWS 3 - B

FWS 4 - A

FWS 4 - B

FWS 5 - A

FWS 5 - B

FWS 6 - A

FWS 6 - B

FWS 7 - A

FWS 7 - B

FWS 8 - A

FWS 8 - B

FWS 9 - A

FWS 9 - B

Point #

Point #

FWS 1 - A

FWS 1 - B

FWS 2 - A

FWS 2 - B

FWS 3 - A

FWS 3 - B

FWS 4 - A

FWS 4 - B

FWS 5 - A

FWS 5 - B

FWS 6 - A

FWS 6 - B

FWS 7 - A

FWS 7 - B

FWS 8 - A

FWS 8 - B

FWS 9 - A

FWS 9 - B

Northing

488841.35

488841.62

488903.77

488902.72

488948.19

488953.19

488690.66

488690.86

488770.55

488767.57

488917.14

488921.64

488466.25

488466.48

488530.91

488535.10

488329.83

488334.82

Easting

1417146.77

1417141.78

1417271.35

1417266.46

1417401.59

1417401.78

1416985.43

1416980.43

1417797.28

1417793.26

1417921.92

1417924.10

1417615.91

1417610.91

1418034.22

1418031.48

1417802.49

1417802.76

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

BID

DOCUMENTS

Office of Design and Construction

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Irrigation:

Project Director

Revisions: Date:

EC Design Group 400 5th Street West Des Moines, IA 50265

(515) 225-6365 o n e e i g h e f o o t o n e q u a r t e r i n e f o o t t h r e e e i g h e f o o t o n e h a l f i n e f o o t t h r e e q u a r t e r s i n e f o o t o n e i n e f o o t o n e a n d o n e h a l f i n e f o o t t h r e e i n c h e e f o o t

A

B

C

D

E

F

13605 1st Ave. N #100 Plymouth, Minnesota 55441 P 763.412.4000 F 763.412 4090 ae-mn.com

JULY 12, 2019 OF

BID DOCUMENTS

WATER SERVICE AND

IRRIGATION SYSTEM

IMPROVEMENTS

SPRINGFIELD MISSOURI

879CM3016

Electrical Engineering:

IMEG Corp.

623 26th Avenue Rock Island, IL 61201

(309) 793-3404

0 30' 60'

N

C-108

FLOWER WATERING STATION DETAILS

9 21

FLOWER WATERING STATIONS 1-31

FLOWER WATERING STATION 42

FLOWER WATERING STATION 5 & 63

FLOWER WATERING STATIONS 7-94 FLOWER WATERING STATION 105

FLOWER WATER STATION POINTS

FWS NOTES:

1. NEW FLOWER WATERING STATIONS TO BE INSTALLED PER 3/C-109.

2. ALL EXISTING FLOWER WATERING STATIONS / YARD HYDRANT

ASSEMBLIES ARE TO BE REMOVED.

3. EXISTING GRAVESITES ARE NOT TO BE DISTURBED AS PART OF THE

REMOVAL ACTIVITIES. CONTRACTOR TO NOTIFY COR IF REMOVAL

ACTIVITY IS IN THE VICINITY OF EXISTING GRAVES, WITH THE

POTENTIAL FOR DISTURBANCE, PRIOR TO COMMENCING WORK.

AutoCAD SHX Text

GARY R JOHNSON

AutoCAD SHX Text

NUMBER PE-2012005390

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FRANE DRIVE

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FRANE DRIVE

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FRANE DRIVE

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FREEMAN STREET

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GENERAL LYON BLVD.

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SECOND DRIVE SOUTH

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WEST DRIVE

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EAST DRIVE

POST DRIVE

FLORAL

REGULATIONS

1. Flowers and Flower Containers: Fresh cut flowers may be placed on graves at any time. The cemetery will provide metal flower containers for the display of flowers. Permanent flower containers are not authorized for placement in new national cemeteries or in new sections of existing cemeteries. Flowers will be removed from graves and disposed of by cemetery personnel when they become withered, faded or otherwise unsightly.

2. Artificial Flowers are permitted on graves during the period of October 10th through April 15th. Potted plants will be permitted on graves 10 days before and 10 days after Easter Sunday and Memorial Day only.

3. Christmas Season: Christmas wreaths, grave floral blankets (no larger than 2' x 3") and potted plants will be permitted commencing December 1st and allowed to remain on the grave through January 20th. Floral items and other types of Christmas decorations will not be secured to the headstone or marker at anytime.

4. Unauthorized Decorations: potted plants (except as stated above), permanent plantings, statues, pictures, balloons, vigil lights, breakable items of any kind, and similar commemorative items are not permitted on graves in national cemeteries. Upright metal grave markers (flag holders) also are not permitted. All unauthorized items will be removed from the grave and disposed of by cemetery personnel.

5. All graves will be decorated with small flags by the national cemetery prior to Memorial Day. These flags will be removed immediately after Memorial Day and are not permitted on graves at any other time.

6. Visiting Hours: Springfield National Cemetery is open to visitors every day of the year from dawn until dusk.

The Administration Building is open from 8:00 a.m. until 4:30 p.m. Monday through Friday, except on holidays. On Memorial Day the cemetery is open for visitation from 8:00 a.m. Until 7:00 p.m.

C-103

NTS

FLOWER WATERING STATION3

NTS

FLOWER VASE RECEPTACLE2

NTS

WATER SPIGOT WITH 'DO NOT DRINK' SIGN4 NTS

FLORAL REGULATIONS5

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

BID

DOCUMENTS

Office of Design and Construction

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Irrigation:

Project Director

Revisions: Date:

EC Design Group 400 5th Street West Des Moines, IA 50265

(515) 225-6365 o n e e i g h e f o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e r o t o n e i n o t o n e a d e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

JULY 12, 2019 OF

BID DOCUMENTS

WATER SERVICE AND

IRRIGATION SYSTEM

IMPROVEMENTS

SPRINGFIELD MISSOURI

879CM3016

Electrical Engineering:

IMEG Corp.

623 26th Avenue Rock Island, IL 61201

(309) 793-3404

NTS

TRASH RECEPTACLE1

C-109

CIVIL DETAILS 1

10 21

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HIGH DENSITY PLASTIC LINER SITS ON SUPPORT BARS

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36 GAL. TRASH RECEPTACLE WITH CABLED LID BY VICTOR STANLEY MODEL: S-42

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3/4" SQUARE ANCHOR BOLT HOLES - BOLTS TO BE STAINLESS STEEL PER MANUFACTURER

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(4) STAINLESS STEEL LEVELING FEET PER MANUFACTURER

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NOTE: DRILL (4) 3/8" HOLES IN BASE OF PLASTIC LINERS

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STAINLESS STEEL CABLE SELF CLOSING HINGED LID W/STAINLESS STEEL FASTENERS

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DECAL TEXT PER 3/C-106

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STEEL DOME LID

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%%UBOTTOM VIEW

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34" SQUARE HOLE FOR ANCHOR BOLT

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HIGH DENSITY PLASTIC LINER SITS ON SUPPORT BARS

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36 GAL. FLOWER RECEPTACLE BY VICTOR STANLEY MODEL: S-424

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3/4" SQUARE ANCHOR BOLT HOLES - BOLTS TO BE STAINLESS STEEL PER MANUFACTURER

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(4) STAINLESS STEEL LEVELING FEET PER MANUFACTURER

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HIGH DENSITY PLASTIC LINER SITS ON SUPPORT BARS

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DECAL TEXT PER 3/C-109C-109

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%%UBOTTOM VIEW

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%%ULID PLAN VIEW

AutoCAD SHX Text Fresh cut flowers may be placed on graves at any time. Metal temporary flower containers are available. Floral items will be removed from graves as soon as they become faded and unsightly. Artificial flowers may be placed on graves only during the period of October 10 through April 15. Plantings will not be permitted on graves at any time. Potted plants will be permitted on graves only during the period 10 days before and 10 days after Easter Sunday and Memorial Day. Christmas wreaths or grave blankets are permitted on graves during the Christmas season and will be removed not later than January 20 of each year. Grave floral blankets may not be larger in size than two by three feet. During the lawn mowing and ground maintenance season, all floral items will be removed from graves on __*_____ and __*____ of each month. Statues, vigil lights, breakable objects of any nature, and similar commemorative items are not permitted on graves at any time. Floral items and other types of decorations will not be secured to headstones or markers. Please contact Cemetery Director for information regarding installation of a permanent flower container.

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1. 2. 3. 4.

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5. 6.

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7. 8. 9.

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FLORAL REGULATIONS DECAL 4/C-109C-109

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HANDLE

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34" SQUARE HOLE FOR ANCHOR BOLT

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%%USECTION 'A'

AutoCAD SHX Text Drink

AutoCAD SHX Text Do Not

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AutoCAD SHX Text el agua

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%%UELEVATION

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AutoCAD SHX Text Do Not

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SECTION 'A' SEE 4/C-109C-109

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SECTION 'A' SEE 4/C-109C-109

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ANCHOR RECEPTACLES W/S.S. EXPANSION SHIELDS & BOLTS PER MANUFACTURER'S SPECS.

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WATER SPIGOT

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"DO NOT DRINK" SIGN

AutoCAD SHX Text CONTINUOUS 2-1/2" STEEL BAND AROUND RECEPTACLES, W/ "TRASH ONLY" OR "FLOWER VASES" DECALS APPLIED (CLEAR DECAL W/ WHITE LETTERING, REPEAT TEXT 4 TIMES AROUND RECEPT.); TYPEFACE FOR DECALS TO BE OPTIMA BOLD, UPPER & LOWER CASE; 1-1/2" HT. LETTERS

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COMPACTED SUBGRADE

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6" COMPACTED AGGREGATE

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6" CONCRETE PAVEMENT

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FINISH GRADE

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TRASH ONLY ONLY ONLY

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ASHSHH

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TRARAA

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FLOWER VASESSESS

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R VASES VASESVASESASES

AutoCAD SHX Text NOTE: CONTRACTOR TO FIELD VERIFY LOCATION AND ORIENTATION OF NEW FLOWER WATERING STATIONS WITH CEMETERY AND COR

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3/4" DIA. WASHED RIVER ROCK

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LOCATION POINT 'A'

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SEE 8/CJ-501 CJ-501 FOR FLORAL REGULATIONS TEXT DETAILS

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FLOWER VASE RECEPTACLE

AutoCAD SHX Text 6" CONCRETE PAVEMENT W/ " RADIUS @ EDGE, 14" RADIUS @ EDGE, TYP; LIGHT BROOM FINISH; RUB OUT ALL SURFACE TOOL MARKS.

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WATER SPIGOT

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TRASH RECEPTACLE

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1" TO " REDUCER34" REDUCER

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34" THREADED CURB STOP VALVE

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34" BRASS DRAIN VALVE - PROVIDE PROTECTIVE CAP ON OUTLET

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2" X 2" X 1" TEE

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WATER LINE TO BE " 34" COPPER FROM PRESSURE REGULATOR TO SPIGOT.

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EXISTING CURB

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%%UPLAN

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LOCATION POINT 'B'

AutoCAD SHX Text CONCRETE PAD TO BE INSTALLED SUCH THAT THE FLOWER VASE RECEPTACLE, TRASH RECEPTACLE, AND WATER SPIGOT ARE INSTALLED PLUMB RELATIVE TO EACH OTHER.

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GRADE TO SLOPE AWAY FROM SPIGOT. 2% MIN., 5% MAX., CROSS SLOPE: 2% MAX.

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MATCH EXISTING BACK OF CURB / BITUMIONOUS PAVEMENT.

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GARY R JOHNSON

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NUMBER PE-2012005390

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SECURE W/ (2) " S.S. 316" S.S. TAMPER PROOF SCREWS & EXPANSION SHIELDS

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SIGN PANEL COLOR TO BE BLUE

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WHITE LETTERING & DECAL (ENGLISH AND SPANISH)

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18" THICK ALUMINUM SIGN PANEL

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'DO NOT DRINK' ALUMINUM SIGN PANEL

AutoCAD SHX Text NOTE: 1. LOCATE SIGN ON THREE SIDES LOCATE SIGN ON THREE SIDES OF PRECAST POST. ON THE FRONT FACING THE ADJACENT SIDEWALK AND ON BOTH SIDES FACING THE TRASH AND FLOWER RECEPTACLES

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CONCRETE VALVE BOX WITH CONCRETE LID MARKED "WATER"

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8" SCHEDULE 40 PVC PIPE

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34" BRASS DRAIN VALVE - PROVIDE PROTECTIVE CAP ON OUTLET

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1" X " REDUCER34" REDUCER

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34" BRASS PRESET PRESSURE REGULATOR, 30 PSI

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34" THREADED CURB STOP VALVE

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ALUMINUM "DO NOT DRINK" SIGN PANEL

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ALUMINUM "DO NOT DRINK" SIGN PANEL

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1" CHAMFERED EDGE TOP OF POST

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PRECAST CONCRETE PYLON LIGHT SANDBLAST

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(3) #3 EQUALLY SPACED #3 EQUALLY SPACED REBAR (GALV.)

AutoCAD SHX Text CAST GALV. STEEL PIPE IN PRECAST CONCRETE FOR FAUCET. STUB PIPE OUTSIDE POST FOR CONNECTIONS.

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SELF CLOSING FAUCET WITH FLOW CONTROL; HAWS MODEL 6252 EHLF, BRASS

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BRASS COVER PLATE.

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DIELECTRIC FITTING

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"DO NOT DRINK" SIGN

AutoCAD SHX Text NOTE: 1. PROVIDE NON-POTABLE LABEL PROVIDE NON-POTABLE LABEL TO FRONT SIDE OF CONCRETE POST. "DO NOT DRINK". 2. REFER TO IRRIGATION PLANS REFER TO IRRIGATION PLANS FOR WATER CONNECTION.

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SLOPE TO DRAIN AWAY FROM POST

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6" CONCRETE PAVING

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CONCRETE FOOTING

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AGGREGATE BASE

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WATER LINE TO BE " COPPER FROM 34" COPPER FROM PRESSURE REGULATOR TO SPIGOT

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TOP EDGE OF LID

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18" DP. 3/4" DIA. WASHED RIVER ROCK

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GEOTEXTILE FABRIC

FLORAL REGULATIONS

PAVEMENT SECTION

NOT TO SCALE

2.0" BITUMINOUS SURFACE (MIN.)

5.0" BITUMINOUS BASE COURSE

MODOT TYPE 'X' ASPHALT (MIN.)

6.0" MODOT TYPE 5 95% COMPACTED

AGGREGATE BASE (MIN.)

GEOTEXTILE FABRIC

APPROVED SUBGRADE

TACK COAT

DRAIN FIELD TO BE 0.5

CUBIC YARDS OF DRAINAGE

AGGREGATE.

CONCRETE PAVEMENT;

SEE DETAIL

EXPANSION JOINT BETWEEN CONCRETE

AND HYDRANT SLEEVE

C-107

WATER LINE

GROUND LEVEL

FROST LINE

27.5

BURY

DEPTH

(4')

1" FEMALE

PIPE THREAD

1/8" NPT

DRAIN HOLE

NOTE: YARD HYDRANT SPIGOT ASSEMBLY

TO BE WOODFORD MODEL Y1 OR

APPROVED EQUIVALENT

CONCRETE SECTION

NOT TO SCALE

NOTE: CONCRETE SECTION FROM CITY OF

SPRINGFIELD STANDARD DETAIL ST-8 "TYPICAL

RESIDENTIAL DRIVEWAY AND SIDEWALK".

DEVIATIONS TO BE APPROVED BY RE/COR.

4" 4000 PSI CONCRETE

4.0" TYPE 1 95% COMPACTED STONE BASE,

EXTEND 6" BOTH SIDES OF SIDEWALK

95% COMPACTED, SMOOTH SUBGRADE

NTS

MAINTENANCE BUILDING YARD HYDRANT3

Scale: NTS

BITUMINOUS PAVEMENT SECTION2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

BID

DOCUMENTS

Office of Design and Construction

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Irrigation:

Project Director

Revisions: Date:

EC Design Group 400 5th Street West Des Moines, IA 50265

(515) 225-6365 o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

JULY 12, 2019 OF

BID DOCUMENTS

WATER SERVICE AND

IRRIGATION SYSTEM

IMPROVEMENTS

SPRINGFIELD MISSOURI

879CM3016

Electrical Engineering:

IMEG Corp.

623 26th Avenue Rock Island, IL 61201

(309) 793-3404

Scale: NTS

CONCRETE SECTION1

C-110

CIVIL DETAILS 2

NOTE: PAVEMENT SECTION FROM CITY OF

SPRINGFIELD STANDARD DETAIL ST-1 "TYPICAL

STREET SECTIONS". DEVIATIONS TO BE APPROVED

BY RE/COR.

4'-0"

3'-6"

6"

Scale: NTS

CONCRETE BOLLARD4

11 21

#4 BARS 18"

O.C. E.W.

5" 4000 PSI CONCRETE

12" 95% RECOMPACTED

SUBGRADE

10" TYPE 5 95% COMPACTED

AGGREGATE BASE, EXTEND

6" ALL SIDES OF PAD.

6"

D

O W

N

S

L O

P E

T

H I C

K E

N E

D

E

D G

E

Scale: NTS

CONCRETE PAD FOR BOOSTER PUMP8

EXPANSION LOOPS

TO BE DOWNWARD

8" X 3

" X 2"

CONCRETE BLOCK

TYPE "K" COPPER

PIPE 1" MINIMUM

WATERMAIN

CORP. COCK

TAPPED AT 90° OR

3 O'CLOCK

COPPER WATER SERVICE

PROVIDE SOME SLACK TO

ALLOW FOR SETTLEMENT

CURB BOX

PROVIDE CAP FOR

END OF CURB STOP

M

I N

PROPOSED GRADE

WATER

VALVE REQUIRED

EVERY 600' ON LATERALS

EVERY 1000' ON TRUNKS

ON EVERY SERVICE

DROP LID

TYLER NO 6860

MUELLER NO H-10361

BIBBY-STE-CROIX

NO B-5160

BITUMASTIC ANTI-CORROSIVE COATING

REQUIRED ON ALL BARE METALS

(AEROSOL SPRAY IS NOT ACCEPTABLE)

ALL BOLTS BELOW GRADE SHALL

BE 304 STAINLESS STEEL 8.0'

MINIMUM COVER REQUIRED

OVER TOP OF WATER MAIN

"MEGALUG" JOINT RESTRAINTS

OR ACCEPTED EQUAL REQUIRED

FROM VALVE TO TEE

GRADE

TOP

TYLER NO 6860-26"

MUELLER

NO H-10361-26"

BIBBY-STE-CROIX

NO VB502-27"

EXTENSION

TYLER

NO 58-14"

NO 59-18"

NO 60-24"

MUELLER

NO 58-14"

NO 59-20"

BIBBY-STE-CROIX

VB520 NO 57-9" VB521 NO 58-14"

VB522 NO 59-20" VB523 NO 60-26"

BOTTOM

TYLER NO 6860-65"

MUELLER NO H-10361-65"

BIBBY-STE-CROIX NO VB516-60"

BASE

# 6 ROUND

ADJUST TOP TO 1/2 "

BELOW GRADE. BOX TO

BE SET TO PROVIDE 12"

OF ADJUSTMENT

GATE VALVES (2" TO 12"

WATER MAIN) RESILIENT

WEDGE VALVE CONFORMING

TO AWWA C509-80

STANDARDS W/ S.S. BOLTS.

STEM EXTENSION

VALVE BOX

ADAPTER II

8" CONCRETE BLOCK

CONNECT TRACER WIRE TO EXISTING

TRACER WIRE OR CADWELD TO PIPE

3'

CENTER PIPE SECTION ON

CROSSING.

VARIES

TRANSITION TO SPECIFIED

DEPTH (TYPICAL). INSTALL

VERTICAL BENDS AS REQUIRED.

12" MIN. SEPARATION

COMPACTED SAND AS REQUIRED TO

MAINTAIN ADEQUATE SUPPORT.

O

D

BEDDING MATERIAL

12" (MIN)

6"

O.D. + 18"

BEDDING MATERIAL

SIEVE % PASSING

1 INCH 100

3/4 INCH 90-100

3/8 INCH 20-55

NO 4 0-10

NO 8 0-5

PIPE BEDDING FOR

HDPE WATERMAIN

O

D

BEDDING MATERIAL

6" (MIN)

6"

O.D. + 12"

PIPE BEDDING FOR COPPER

WATER SERVICE

NOTE:

PIPE BEDDING MATERIAL FOR COPPER

WATER SERVICE SHALL MEET THE

REQUIREMENTS OF C33 CONCRETE SAND.

NOTE:

PIPE BEDDING MATERIAL SHALL EXTEND TO

THE TOP OF TRENCH WHERE PIPE

CROSSES UNDER SIDEWALKS OR PAVED

SURFACES.

Scale: NTS

WATERMAIN LOWERING DETAIL7

Scale: NTS GATE VALVE5 Scale: NTS

PIPE BEDDING FOR WATER SERVICE PIPE6

Scale: NTS

TYPICAL WATER SERVICE DETAIL11

14 AWG TRACER WIRE TO BE INSTALLED

ALONG ALL NONMETALLIC, WATER

SERVICE PIPING PER SPECIFICATIONS

NOTE: DEPENDING UPON CONFIGURATION, ATTACH FABRIC TO

WIRE MESH WITH HOG RINGS, STEEL POSTS WITH TIE WIRES, OR

WOOD POSTS WITH STAPLES.

D

IR

E C

T

IO

N

O

F

R

U

N

O

F F

F L O

W

2' MIN

ENGINEERING FABRIC

FABRIC ANCHORAGE TRENCH

BACKFILL WITH TAMPED

NATURAL SOIL

METAL OR WOOD

POST OR STAKE

WIRE MESH

REINFORCEMENT

(OPTIONAL)

TYPICAL INSTALLATION

NATURAL SOIL

6" MIN.

6" MIN.

45°

BIOROLL

8" - 10" EMBEDMENT DEPTH

1"x2"x18" LONG WOODEN STAKES

AT 1' 0" SPACING MAXIMUM.

STAKES SHALL BE DRIVEN

THROUGH THE BACK HALF OF THE

BIOROLL AT AN ANGLE OF 45° WITH

THE TOP OF THE STAKE POINTING

UPSTREAM. PROVIDE 8" TO 10" OF

EMBEDMENT DEPTH.

BIOROLL STAKING DETIAL

FLOW

F

L

O

W

STAKE

STRAW OF WOOD FIBER 6"

TO 7" DIA. ROLL ENCLOSED

IN PLASTIC OR POLYESTER

NETTING

Scale: NTS

BIOROLL DETAIL9

Scale: NTS

PIPE BEDDING FOR WATER SERVICE PIPE10

AutoCAD SHX Text

GARY R JOHNSON

AutoCAD SHX Text

NUMBER PE-2012005390

AutoCAD SHX Text

6" DIAMETER STEEL RIM (PAINTED YELLOW) FILL WITH CONCRETE. TOP 1" CROWN

12" DIAMETER BY 48" CONCRETE FOOTING.

MATCHLINE

M A

T C

H L

I N

E

M A

T C

H L

I N

E

LARGE RADIUS GOLF SPRINKLERS TO

HAVE INDIVIDUAL HEAD CONTROL &

PROGRAM TO RUN (1) SPRINKLER PER

LATERAL ZONE - TYPICAL

LARGE RADIUS GOLF SPRINKLERS TO

HAVE INDIVIDUAL HEAD CONTROL &

PROGRAM TO RUN (1) SPRINKLER PER

LATERAL ZONE - TYPICAL

SEE DETAIL FOR SLEEVING BORES -

TYPICAL

SEE CIVIL PLAN FOR FWS DETAIL -

TYPICAL

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

590GF-4 w/ MP Rotator 1000 Nozzles 79

Spray sprinkler, 4" pop-up, inlet is 1/2" female threaded, X-Flow shut off device

14+/- Radius - Reg. PSI (40) - Q (0.21) H (0.42)

F (0.84) GPM

590GF-4 w/ MP Rotator 2000 Nozzles 142

Spray sprinkler, 4" pop-up, inlet is 1/2" female threaded, X-Flow shut off device

20+/- Radius - Reg. PSI (40) - Q (0.43) H (0.77)

F (1.48) GPM

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

Toro INF55-531-1 (30° Trajectory) w/ SB-DAC-1 123

1-1/2" ACME inlet turf sprinkler, part-circle and full-circle in one, pressure regulation at 100psi, Standard Solenoid

75+/- Radius - Reg. PSI (100) @ 30.4 GPM

Toro INF55-561-1 (30° Trajectory) w/ SB-DAC-1 14

1-1/2" ACME inlet turf sprinkler, part-circle and full-circle in one, pressure regulation at 100psi, Standard Solenoid

90+/- Radius - Reg. PSI (100) @ 45.8 GPM

Toro INF55-591-1 (30° Trajectory) w/ SB-DAC-1 56

1-1/2" ACME inlet turf sprinkler, part-circle and full-circle in one, pressure regulation at 100psi, Standard Solenoid

99+/- Radius - Reg. PSI (100) @ 61.8 GPM

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

Lateral 360° P.E. Isolation Ball Valve 51

W/ CMF Global HDPE - PVC Transition Fittings (Fully

Restrained)

Toro P220-27-04 w/ SB-DAC-1 (Single Station) 19

P220 Plastic Series Valve, 1" NPT pressure-regulated globe body - Qty (1) Decoder

Per Valve

Toro 474-00 58

One-Piece, 1" Single Lug Quick Coupler Valve with

Standard Metal Cover.

Bermad C30 (2") Air/Vacuum Relief Valve - Located In 6

Jumbo Valve Box

Aquafuse/Clow Isolation Valve w/ HDPE Extensions - Line Sized 32

(See Detail)

Watertronics Booster Station w/ RPZ - See Detail 1

Toro Sentinel SBAPP1U - 204 Station 3

AC 2-wire controller in green plastic pedestal mount enclosure.

Remote and flow sensor ready - See Comm. Plan for ground grids.

Toro Sentinel Central SGIS-1-0 1

W/ Antenna and Mast, Cable & All Software

Davis 6162 Wireless Weather Station 1

Wireless Weather Station with Davis 6510 SER Weatherlink software and datalogger - Weather Station to be mounted on pump station enclosure. W/ All R.F. & Associated Equipment

Paige Comm. Cable Ground Plates - As Per Manufacture's

Recommendations

Paige Comm. Cable Re-Enterable Connectors & Cable Ground

Plates - Rated For Direct Burial Applications

Flower Water Station - See Civil Plan For Details 10

Irrigation Lateral Line: Class 200 PVC - ASTM/NSF Rated Piping

All PVC Laterals 2" Unless Noted on Plan

Irrigation Mainline: HDPE PE4710 DR 13.5 - See Specifications 5,847 l.f.

Pipe Sleeve: HDPE PE4710 DR 11 - See Detail 630.5 l.f.

To Be Bored (No Cutting Of Pavement)

Estimated Areas for Piping to be Hand Trenched - Actual Areas

Subject to Field Staking.

120VAC Power Wire - Located in Wire Sleeving w/ Pull Boxes and Single Conductor Type of Direct Burial Wire - Shall Be

Installed By Local Electrical Standards and/or NEC Codes

Irrigation Communication Cable - #14 Paige Wire

Irrigation Zone Limits

Note: All Quantities Are For Reference Only. Contractor

Responsible For Actual Bid Counts.

All Irrigation Heads and Electric Block Zone Valves to Have Their

Own Single Station Decoder & Grounded Per Manufacture's

Recommendations.

LEGEND

NORTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l a t h

BID

DOCUMENTS

Office of Design and Construction

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7…