Add No 1 - MAB Underground Utilities and Stormwater Improvements - 08-03-2020.pdf

00 01 02.doc

Project Manual for

USDA-APHIS-PPQ

Moore Air Base Underground Utilities and Stormwater Improvements USDA Contract No: AG-6395-C-16-0119

Edinburg, Texas

8/3/2020

Texas Registration #136708 License Exp. Date: 09-30-2020 Texas Firm Registration No. F-174

Texas Registration #102678 License Exp Date: 12-31-2020 Texas Firm Registration No. F-174

Texas Registration #116530 License Exp. Date: 12-31-2020 Texas Firm Registration No. F-174

Addendum No. 1 ms1952 27100.28.00

ADDENDUM NO. 1

July 31, 2020

MOORE AIR BASE

UNDERGROUND UTILITIES AND STORMWATER IMPROVEMENTS

USDA CONTRACT NO: AG-6395-C-16-0119

EDINBURG, TEXAS

1. SECTION 31 23 00 – EXCAVATION AND FILL

Article "3.16 INITIAL PIPE TRENCH BACKFILL"

Change paragraph D. to read:

D. Compaction: 85% maximum density.

2. DRAWINGS

The following Drawings have been revised, as indicated by revision number, and are reissued herewith:

Drawing No. Title Rev. No.

GG02 INDEX SHEET 1

CU220 OVERALL SITE PLAN 1

CU226 SANITARY SEWER PLAN & PROFILE – SHEET 6 1

CU227 SANITARY SEWER PLAN & PROFILE – SHEET 7 1

CU228 SANITARY SEWER PLAN & PROFILE – SHEET 8 1

CU229 SANITARY SEWER PLAN & PROFILE – SHEET 9 1

CU230 SANITARY SEWER PLAN & PROFILE – SHEET 10 1

CU231 SANITARY SEWER PLAN & PROFILE – SHEET 11 1

CU233 UTILITY CORRIDOR SECTIONS 1

EP101 SITE ELECTRICAL PLAN – SHEET 1 1

EP106 SITE ELECTRICAL PLAN – SHEET 6 1

EP107 SITE ELECTRICAL PLAN – SHEET 7 1

EP108 SITE ELECTRICAL PLAN – SHEET 8 1

EP109 SITE ELECTRICAL PLAN – SHEET 9 1

EP110 SITE ELECTRICAL PLAN – SHEET 10 1

EU504 SITE ELECTRICAL DETAILS – SHEET 4 1

EO08 SITE ELECTRICAL – NEW ELECTRICAL MANHOLES 1

PC01 RAW WATER IRRIGATION PLAN – SHEET 1 1

PC02 RAW WATER IRRIGATION PLAN – SHEET 2 1

Revise the following Drawings as indicated. These Drawings are not being reissued at this time.

Drawing GG07 SWPPP AND REMOVALS KEY MAP

Add Note 1 to read: The government will remove water from ditches and boneyard items prior to construction.

Addendum No. 1 ms1952 27100.28.00

Drawings GG12 – GG13

Change alignment of proposed underground utilities along 5th Street to match Drawings CU228-CU230, Rev 1.

Drawings CU105 – CU106

Drawings CU204 – CU205

END OF ADDENDUM NO. 1

1) D. K. Mathias

2) J. Meyer

INDEX SHEET

GG02 1

AS NOTED

DK MATHIAS

GM REEVES

XXX, 2020

DK MATHIAS

J MEYER

1 ADDENDUM NO. 1 DKM DKM JM 7-31-2020

D

A

1 2

C A

D

R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN

SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com

Texas Firm Registration No.: F-174

AT FULL SIZE

IN

cm0 1 2 3 4

6 7

USDA-APHIS-PPQ MOORE AIR BASE

27100.13

NOTE: THE SIZE, NUMBER AND LOCATION OF EXISTING

UTILITIES SHOWN ON THIS DRAWING ARE APPROXIMATE AND

ARE FOR GENERAL INFORMATION ONLY. UTILITY SERVICE

CONNECTIONS ARE NOT SHOWN ON THIS DRAWING.

CONTRACTOR FULLY RESPONSIBLE FOR OBTAINING EXACT

LOCATIONS OF EXISTING UTILITIES FROM UTILITY

COMPANIES. SOME EXISTING UTILITIES MAY NOT BE SHOWN.

DRAWING INDEX

136708

JASON JAMES MEYER

7-31-2020

A

1 2

C

AD

D D

3- R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com Texas Firm Registration No.: F-174

0 1 2 3

AT FULL SIZE

IN

cm0 1 2 3 4 5 6 7 8

USDA-APHIS-PPQ MOORE AIR BASE

UNDERGROUND UTILITIES AND STORMWATER IMPROVEMENTS

EDINBURG, TEXAS

27100.13

GENERAL NOTESNORTH

1. FURNISH AND INSTALL NEW SANITARY SEWER TO REPLACE

EXISTING SANITARY SEWER ON NEW ALIGNMENT SHOWN.

2. CONTRACTOR SHALL FIELD CHECK AND VERIFY ALL

EXISTING UTILITY LOCATIONS, DIMENSIONS AND

ELEVATIONS IN THE FIELD PRIOR TO COMMENCEMENT OF

PROPOSED WORK.

3. LOCATE AND CONNECT ALL ACTIVE SANITARY SERVICES TO

NEW SEWER. APPROXIMATE LOCATION OF KNOWN SERVICE

TAPS ARE SHOWN AND MAY BE ACTIVE OR INACTIVE.

ADDITIONAL SERVICE TAPS MAY BE PRESENT. CONTRACTOR

IS RESPONSIBLE FOR IDENTIFYING AND REINSTATING ALL

ACTIVE SERVICE TAPS. AFTER BUILDING SERVICE IS

CONNECTED TO FUNCTIONING NEW SANITARY SEWER, PLUG

OPEN ENDS OF INACTIVE SERVICES AND ABANDON

REMAINING PIPING IN PLACE. VERIFY SEWER LINE IS NOT IN

USE PRIOR TO ABANDONMENT.

4. MAINTAIN EXISTING SANITARY SEWER AND WATER

DISTRIBUTION SYSTEM IN SUBSTANTIALLY CONTINUOUS

OPERATION DURING CONSTRUCTION, MAKING AND

REMOVING TEMPORARY CONNECTIONS AS NECESSARY IN

ACCORDANCE WITH SPECIFICATION SECTION 01 11 00.

5. ALL PIPES SHALL BE INSPECTED BY THE GOVERNMENT

REPRESENTATIVE PRIOR TO BACKFILLING.

6. TOP OF MANHOLES SHALL MATCH FINISHED TOP OF

PAVEMENT WHEN PRESENT.

7. SIDEWALK AND PAVEMENT REMOVAL SHALL BE IN

ACCORDANCE WITH SPECIFICATION SECTION 31 23 00,

PARAGRAPH 3.13. SAWCUT EXISTING PAVEMENT BY A

STRAIGHT EDGE WITH AN APPROPRIATE SAWCUT MACHINE.

ANY PAVEMENT DAMAGED OUTSIDE OF TRENCH SHALL BE

REPAIRED AT NO ADDITIONAL COST TO THE GOVERNMENT.

8. CONTRACTOR SHALL DOCUMENT EXISTING PAVEMENT

MATERIALS, CONFIGURATION AND CONSTRUCTION PRIOR

TO DEMOLITION OR REMOVALS. FOLLOWING

CONSTRUCTION, THE GRADES AND PAVEMENT SHALL BE

REPLACED SAME AS PRE-CONSTRUCTION. CONSTRUCTION

PRACTICES SHALL BE IN ACCORDANCE WITH SPECIFICATION

SECTIONS 32 11 23, 32 12 16, 32 13 13, 32 15 00, 32 16 23 AND

32 92 19, AS APPLICABLE. MILLING AND OVERLAY OF THE

ASPHALT SURFACE IN AREA OF 5TH STREET IS

ACCEPTABLE.

9. WHEEL STOPS SHALL BE REMOVED, REPAINTED, AND

REUSED AS NECESSARY. ANY DAMAGED WHEEL STOPS

SHALL BE REPLACED AT NO ADDITIONAL COST TO THE

GOVERNEMENT.

10. FURNISH AND APPLY PAVEMENT MARKING MATERIALS TO

MATCH PRE-CONSTRUCTION CONDITIONS. USE WHITE

READY-MIXED TRAFFIC PAINT, AASHTO M248, TYPE S.

ENSURE PAVEMENT IS DRY AND FREE FROM DIRT, DUST,

OIL, CURING COMPOUND OR OTHER CONTAMINANTS THAT

MAY INTERFERE WITH PROPERLY BONDING TO THE

SURFACE.

OVERALL SITE PLAN -

SANITARY SEWER KEY PLAN

CU220 1

1"=250'

DK MATHIAS

GM REEVES

MAY 26, 2020

F ROUSE

L LEISCHNER

1 ADDENDUM NO. 1 DKM FR LL 7-31-2020

1 2

C

AD

D D

3- R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com Texas Firm Registration No.: F-174

0 1 2 3

AT FULL SIZE

IN

cm0 1 2 3 4 5 6 7 8

USDA-APHIS-PPQ MOORE AIR BASE

UNDERGROUND UTILITIES AND STORMWATER IMPROVEMENTS

EDINBURG, TEXAS

27100.13

NOTE: THE SIZE, NUMBER AND LOCATION OF EXISTING

UTILITIES SHOWN ON THIS DRAWING ARE APPROXIMATE AND

ARE FOR GENERAL INFORMATION ONLY. UTILITY SERVICE

CONNECTIONS ARE NOT SHOWN ON THIS DRAWING.

CONTRACTOR FULLY RESPONSIBLE FOR OBTAINING EXACT

LOCATIONS OF EXISTING UTILITIES FROM UTILITY

COMPANIES. SOME EXISTING UTILITIES MAY NOT BE SHOWN.

FO

R

C O

N

TI

N U

A

TI

O N

S

EE

S H

EE

T

C U

NOTESNORTH

FO

R

C O

N

TI

N U

A

TI

O N

S

EE

S H

EE

T

C U

1. PROVIDE WATERTIGHT COVER IN ACCORDANCE WITH

SPECIFICATION SECTION 33 30 00, 2.06.C. MANHOLE RIM

ELEVATION SET 1' ABOVE PEAK 500 YEAR FLOOD ELEVATION OF

197.3'.

2. REPLACE EXISTING LIFT STATION AND FORCE MAIN WITH

GRAVITY SEWER SERVICE. DEACTIVATE AND REMOVE THE LIFT

STATION STRUCTURE, AND MECHANICAL AND ELECTRICAL

EQUIPMENT. ABANDON FORCE MAIN PER DETAILS ON CU200.

COORDINATE WITH THE GOVERNMENT ON SALVAGE OF

EQUIPMENT.

3. SEE DRAWINGS CU200 - CU205 FOR SANITARY ABANDONMENT

DETAILS.

SANITARY SEWER PLAN & PROFILE

SHEET 6

CU226 1

1"=20'

DK MATHIAS

GM REEVES

MAY 26, 2020

F ROUSE

L LEISCHNER

1 ADDENDUM NO. 1 DKM FR LL 7-31-2020

7-31-2020

1 2

C

AD

D D

3- R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com Texas Firm Registration No.: F-174

0 1 2 3

AT FULL SIZE

IN

cm0 1 2 3 4 5 6 7 8

USDA-APHIS-PPQ MOORE AIR BASE

UNDERGROUND UTILITIES AND STORMWATER IMPROVEMENTS

EDINBURG, TEXAS

27100.13

NOTE: THE SIZE, NUMBER AND LOCATION OF EXISTING

UTILITIES SHOWN ON THIS DRAWING ARE APPROXIMATE AND

ARE FOR GENERAL INFORMATION ONLY. UTILITY SERVICE

CONNECTIONS ARE NOT SHOWN ON THIS DRAWING.

CONTRACTOR FULLY RESPONSIBLE FOR OBTAINING EXACT

LOCATIONS OF EXISTING UTILITIES FROM UTILITY

COMPANIES. SOME EXISTING UTILITIES MAY NOT BE SHOWN.

FO

R

C O

N

TI

N U

A

TI

O N

S

EE

S H

EE

T

C U

NOTESNORTH

FO

R

C O

N

TI

N U

A

TI

O N

S

EE

S H

EE

T

C U

1. CONNECT EXISTING SERVICE LINE TO NEW SANITARY SEWER.

2. REPLACE EXISTING LIFT STATION AND FORCE MAIN WITH

GRAVITY SEWER SERVICE. DEACTIVATE AND REMOVE THE LIFT

STATION STRUCTURE, AND MECHANICAL AND ELECTRICAL

EQUIPMENT. ABANDON FORCE MAIN PER DETAILS ON CU200.

COORDINATE WITH THE GOVERNMENT ON SALVAGE OF

EQUIPMENT.

3. SEE DRAWINGS CU200-CU205 FOR SANITARY SEWER

ABANDONMENTS.

SANITARY SEWER PLAN & PROFILE

SHEET 7

CU227 1

1"=20'

DK MATHIAS

GM REEVES

MAY 26, 2020

F ROUSE

L LEISCHNER

1 ADDENDUM NO. 1 DKM FR LL 7-31-2020

10" SAN

B-CU233

A-CU233

7-31-2020

1 2

C

AD

D D

3- R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com Texas Firm Registration No.: F-174

0 1 2 3

AT FULL SIZE

IN

cm0 1 2 3 4 5 6 7 8

USDA-APHIS-PPQ MOORE AIR BASE

UNDERGROUND UTILITIES AND STORMWATER IMPROVEMENTS

EDINBURG, TEXAS

27100.13

NOTE: THE SIZE, NUMBER AND LOCATION OF EXISTING

UTILITIES SHOWN ON THIS DRAWING ARE APPROXIMATE AND

ARE FOR GENERAL INFORMATION ONLY. UTILITY SERVICE

CONNECTIONS ARE NOT SHOWN ON THIS DRAWING.

CONTRACTOR FULLY RESPONSIBLE FOR OBTAINING EXACT

LOCATIONS OF EXISTING UTILITIES FROM UTILITY

COMPANIES. SOME EXISTING UTILITIES MAY NOT BE SHOWN.

FO

R

C O

N

TI

N U

A

TI

O N

S

EE

S H

EE

T

C U

NOTESNORTH

FO

R

C O

N

TI

N U

A

TI

O N

S

EE

S H

EE

T

C U

1. CONNECT EXISTING FORCE MAIN TO NEW MANHOLE.

2. SEE DRAWINGS CU200-CU205 FOR SANITARY SEWER

ABANDONMENTS.

3. SEE DROP CONNECTION DETAIL ON DRAWING GG24.

4. SEPARATION BETWEEN SANITARY SEWER AND IRRIGATION

WATER MUST BE MINIMUM OF 4 FEET. WHEN SEPARATION IS

LESS THAN 9 FEET, FOLLOW PIPE MATERIAL REQUIREMENT IN

SPECIFICATION SECTION 33 30 00, PARAGRAPH 3.07.E.1.

SANITARY SEWER PLAN & PROFILE

SHEET 8

CU228 1

1"=20'

DK MATHIAS

GM REEVES

MAY 26, 2020

F ROUSE

L LEISCHNER

1 ADDENDUM NO. 1 DKM FR LL 7-31-2020

C-CU233

7-31-2020

1 2

C

AD

D D

3- R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com Texas Firm Registration No.: F-174

0 1 2 3

AT FULL SIZE

IN

cm0 1 2 3 4 5 6 7 8

USDA-APHIS-PPQ MOORE AIR BASE

UNDERGROUND UTILITIES AND STORMWATER IMPROVEMENTS

EDINBURG, TEXAS

27100.13

NOTE: THE SIZE, NUMBER AND LOCATION OF EXISTING

UTILITIES SHOWN ON THIS DRAWING ARE APPROXIMATE AND

ARE FOR GENERAL INFORMATION ONLY. UTILITY SERVICE

CONNECTIONS ARE NOT SHOWN ON THIS DRAWING.

CONTRACTOR FULLY RESPONSIBLE FOR OBTAINING EXACT

LOCATIONS OF EXISTING UTILITIES FROM UTILITY

COMPANIES. SOME EXISTING UTILITIES MAY NOT BE SHOWN.

FO

R

C O

N

TI

N U

A

TI

O N

S

EE

S H

EE

T

C U

NOTES

NORTH

FO

R

C O

N

TI

N U

A

TI

O N

S

EE

S H

EE

T

C U

FOR CONTINUATION SEE SHEET CU231

1. CONNECT EXISTING SANITARY SEWER TO NEW MANHOLE.

2. SEE DRAWINGS CU200-CU205 FOR SANITARY SEWER

ABANDONMENTS.

3. SEE NOTE ON DRAWING EP109 ABOUT PROTECTING UTILITY

POLES.

4. SEPARATION BETWEEN SANITARY SEWER AND IRRIGATION

WATER MUST BE MINIMUM OF 4 FEET. WHEN SEPARATION IS

LESS THAN 9 FEET, FOLLOW PIPE MATERIAL REQUIREMENT IN

SPECIFICATION SECTION 33 30 00, PARAGRAPH 3.07.E.1.

SANITARY SEWER PLAN & PROFILE

SHEET 9

CU229 1

1"=20'

DK MATHIAS

GM REEVES

MAY 26, 2020

F ROUSE

L LEISCHNER

1 ADDENDUM NO. 1 DKM FR LL 7-31-2020

C-CU233

7-31-2020

1 2

C

AD

D D

3- R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com Texas Firm Registration No.: F-174

0 1 2 3

AT FULL SIZE

IN

cm0 1 2 3 4 5 6 7 8

USDA-APHIS-PPQ MOORE AIR BASE

UNDERGROUND UTILITIES AND STORMWATER IMPROVEMENTS

EDINBURG, TEXAS

27100.13

NOTE: THE SIZE, NUMBER AND LOCATION OF EXISTING

UTILITIES SHOWN ON THIS DRAWING ARE APPROXIMATE AND

ARE FOR GENERAL INFORMATION ONLY. UTILITY SERVICE

CONNECTIONS ARE NOT SHOWN ON THIS DRAWING.

CONTRACTOR FULLY RESPONSIBLE FOR OBTAINING EXACT

LOCATIONS OF EXISTING UTILITIES FROM UTILITY

COMPANIES. SOME EXISTING UTILITIES MAY NOT BE SHOWN.

NOTES

NORTH

FOR CONTINUATION SEE SHEET CU229

1. SEE DROP CONNECTION DETAIL ON SHEET GG24.

2. APPROXIMATE LOCATION OF KNOWN SERVICE TAPS ARE

SHOWN ON DRAWINGS CU200 - CU205. ADDITIONAL TAPS

MAY BE PRESENT AND MAY BE ACTIVE OR INACTIVE.

CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING AND

REINSTATING ALL ACTIVE SERVICE TAPS.

3. REMOVE AND REPLACE EXISTING MANHOLE.

4. CONNECT EXISTING SERVICE CONNECTIONS TO NEW

MANHOLE.

5. SEE DRAWINGS CU201-CU205 FOR SANITARY SEWER

ABANDONMENT DETAILS.

6. SEPARATION BETWEEN SANITARY SEWER AND IRRIGATION

WATER MUST BE MINIMUM OF 4 FEET. WHEN SEPARATION IS

LESS THAN 9 FEET, FOLLOW PIPE MATERIAL REQUIREMENT

IN SPECIFICATION SECTION 33 30 00, PARAGRAPH 3.07.E.1.

SANITARY SEWER PLAN & PROFILE

SHEET 10

CU230 1

1"=20'

DK MATHIAS

GM REEVES

MAY 26, 2020

F ROUSE

L LEISCHNER

1 ADDENDUM NO. 1 DKM FR LL 7-31-2020

D-CU233

C-CU233

7-31-2020

1 2

C

AD

D D

3- R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com Texas Firm Registration No.: F-174

0 1 2 3

AT FULL SIZE

IN

cm0 1 2 3 4 5 6 7 8

USDA-APHIS-PPQ MOORE AIR BASE

UNDERGROUND UTILITIES AND STORMWATER IMPROVEMENTS

EDINBURG, TEXAS

27100.13

NOTE: THE SIZE, NUMBER AND LOCATION OF EXISTING

UTILITIES SHOWN ON THIS DRAWING ARE APPROXIMATE AND

ARE FOR GENERAL INFORMATION ONLY. UTILITY SERVICE

CONNECTIONS ARE NOT SHOWN ON THIS DRAWING.

CONTRACTOR FULLY RESPONSIBLE FOR OBTAINING EXACT

LOCATIONS OF EXISTING UTILITIES FROM UTILITY

COMPANIES. SOME EXISTING UTILITIES MAY NOT BE SHOWN.

NOTES

FOR CONTINUATION SEE SHEET CU229

NORTH 1. APPROXIMATE LOCATION OF KNOWN SERVICE TAPS ARE

SHOWN ON DRAWINGS CU200 - CU205. ADDITIONAL TAPS

MAY BE PRESENT AND MAY BE ACTIVE OR INACTIVE.

CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING AND

REINSTATING ALL ACTIVE SERVICE TAPS.

2. REMOVE AND REPLACE EXISTING MANHOLE AS SHOWN.

3. CONNECT EXISTING SERVICE CONNECTIONS TO NEW

MANHOLE.

4. SEE DRAWINGS CU220-CU225 FOR SANITARY SEWER

ABANDONMENT DETAILS.

5. SEPARATION BETWEEN SANITARY SEWER AND IRRIGATION

WATER MUST BE MINIMUM OF 4 FEET. WHEN SEPARATION IS

LESS THAN 9 FEET, FOLLOW PIPE MATERIAL REQUIREMENT

IN SPECIFICATION SECTION 33 30 00, PARAGRAPH 3.07.E.1.

SANITARY SEWER PLAN & PROFILE

SHEET 11

CU231 1

1"=20'

DK MATHIAS

GM REEVES

MAY 26, 2020

F ROUSE

L LEISCHNER

1 ADDENDUM NO. 1 DKM FR LL 7-31-2020

FOR CONTINUATION SEE SHEET CU229

FOR CONTINUATION SEE SHEET CU232

5T H

S

TR

EE

T

7-31-2020

1 2

C

AD

D D

3- R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com Texas Firm Registration No.: F-174

0 1 2 3

AT FULL SIZE

IN

cm0 1 2 3 4 5 6 7 8

USDA-APHIS-PPQ MOORE AIR BASE

UNDERGROUND UTILITIES AND STORMWATER IMPROVEMENTS

EDINBURG, TEXAS

27100.13

NOTE: THE SIZE, NUMBER AND LOCATION OF EXISTING

UTILITIES SHOWN ON THIS DRAWING ARE APPROXIMATE AND

ARE FOR GENERAL INFORMATION ONLY. UTILITY SERVICE

CONNECTIONS ARE NOT SHOWN ON THIS DRAWING.

CONTRACTOR FULLY RESPONSIBLE FOR OBTAINING EXACT

LOCATIONS OF EXISTING UTILITIES FROM UTILITY

COMPANIES. SOME EXISTING UTILITIES MAY NOT BE SHOWN.

UTILITY CORRIDOR SECTIONS

CU233 1

AS NOTED

DK MATHIAS

GM REEVES

MAY 26, 2020

F ROUSE

L LEISCHNER

1 ADDENDUM NO. 1 DKM FR LL 7-31-2020

NOTES

1. UTILITY CORRIDOR SECTIONS ARE INDICATED ON DRAWINGS

CU221 - CU232.

2. DEFLECT IRR-W PIPING AND ELECTRICAL/COMM CONDUIT

AROUND SANITARY SEWER MANHOLES TO MAINTAIN SAME

DISTANCES AS FROM SANITARY PIPING NOTED IN SECTIONS.

3. SEPARATION BETWEEN SANITARY SEWER AND IRRIGATION

WATER MUST BE MINIMUM OF 4 FEET. WHEN SEPARATION IS

LESS THAN 9 FEET, FOLLOW PIPE MATERIAL REQUIREMENT

IN SPECIFICATION SECTION 33 30 00, PARAGRAPH 3.07.E.1.

SECTION A-CU233

NO SCALE

SECTION B-CU233

NO SCALE

SECTION C-CU233

NO SCALE

SECTION D-CU233

NO SCALE

7-31-2020

14+00

MH 2

N: 16666137.76

E: 1040051.29

10" SAN

EX MH 1

N: 16665810.44

E: 1040170.99

O/E O/E

O/E O/E

O/E O/E

O/EO/E

O/EO/E

O/E

O/EO/E

O/EO/E

O/E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

M

M

M

SS

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

F

O

F

O

F

O

S

A

N

S

A

N

SAN

SAN SAN SAN SAN

SAN

SAN SAN SAN SAN

SAN SAN SAN SAN

SAN

SS

SS

C

O

T

T

T

T

T

T

M

M

M

SS

G

G

G

CO

G A

T E

G A

T E

EP2

EP2

FUTURE 40' CLASS 2 RISER AEP METER

POLE, CAP CONDUITS AS SHOWN AT THIS

LOCATION FOR EXTENSION IN FUTURE PHASE

OF CONSTRUCTION

NEW PAD FOR PME-9

PAD MOUNTED

SWITCHGEAR SW#1

4 WAY SECTIONALIZER SC#1

NEW PAD FOR

150KVA TRANSFORMER

208/120V 3Ø, 4W TGH

EP2 MVSC1/2

EP2

EP2

STUB A 2-4" CONDUIT

10' FROM PAD, CAP

AND MARK MVSW1/4

TO REMAIN

EP2 MVSW1/3

N 16665966.81

E 1040233.31

N 16665979.78

E 1040158.98

N 16665995.72

E 1040172.19

PROPOSED SANITARY

SEWER (TYP)

GRAVEL DRIVE WILL BE

PAVED WITH STORMWATER

IMPROVEMENTS

M

V

S

C

M

V

S

C

MVSW1/2

OCC#1

CHH#1

N 16665991.00

E 1040163.59

N 16665971.03

E 1040234.90

N 16666008.05

E 1040141.55

C

P

CP1

CP1

M

O

O

R

E

R

I V

E

E

P

N 16665963.73

E 1040247.29

E

P

D

A

1 2

C A

R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN

SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com

Texas Firm Registration No.: F-174

AT FULL SIZE

IN

cm0 1 2 3 4

6 7

USDA-APHIS-PPQ MOORE AIR BASE

ARE FOR GENERAL INFORMATION ONLY. UTILITY SERVICE

CONNECTIONS ARE NOT SHOWN ON THIS DRAWING.

CONTRACTOR FULLY RESPONSIBLE FOR OBTAINING EXACT

LOCATIONS OF EXISTING UTILITIES FROM UTILITY

COMPANIES. SOME EXISTING UTILITIES MAY NOT BE SHOWN.

SITE DISTRIBUTION

ELECTRICAL & COMM

PLAN NOTES:

N

O

R

T

H

F O

R

C

O N

T I N

U A

T I O

N

S

S

H E

T

P

1. DRAWINGS SHEETS EP101 - EP118 ARE FOR THE INSTALLATION OF

NEW UNDERGROUND ELECTRICAL PRIMARY AND COMMUNICATION

CONDUITS AS SHOWN ON SHEET EG004, ELECTRICAL MANHOLES,

PAD MOUNTED SWITCH BOX PAD, OR CONCRETE PAD PER DETAILS,

4 POSITION SECTIONALIZING CABINETS, CONCRETE PADS FOR PAD

MOUNTED TRANSFORMERS WHERE REQUIRED, COMMUNICATION

HANDHOLES, AND OPTICAL COMMUNICATION CABINETS WITHOUT

CABLING OR PATCH PANELS. COS2-EWT/WTP FIBER OPTIC CABLE IS

INSTALLED AS PART OF THIS CONTRACT. SEE DWG EO09.

2. DETAILS FOR BOX PADS, CONCRETE PADS, SECTIONALIZERS,

MANHOLES, HANDHOLES, AND OPTICAL CABINETS ARE SHOWN

ON DRAWINGS EU501-EU506.

3. COORDINATE THE EP DRAWINGS WITH THE CU SERIES OF DRAWINGS

TO HAVE A COORDINATED INSTALLATION WITH A COMMON

TRENCHING FOR THE MAJORITY OF THE PROJECT WITH THE NEW

SEWER INSTALLATION WHERE ROUTING IS PARALLEL AND AS SHOWN

IN DETAILS ON DRAWING CU233.

SITE DISTRIBUTION

LEGEND:

PME-9 PAD MOUNTED 15KV SWITCH BASED

ON S&C PME-9.

4 WAY

SECTIONALIZER

4 WAY 600 AMP 15KV SECTIONALIZING

CABINET WITH LOAD BREAK ELBOWS.

EP2 2 - 4" HDPE DIRECT BURIED CONDUITS.

1 - FUTURE 3/C #4/0 15KV EPR CABLE

BY OTHERS 1 - SPARE

EP4 4 - 4" HDPE DIRECT BURIED CONDUITS. (2)

FUTURE 3 - 1/C #4/0 15KV EPR CABLES

BY OTHERS 1 - SPARE

SITE ELECTRICAL PLAN

SHEET 1

EP101 1

1" = 20'

DL MORITZ

BK GROTHE

MAY 26, 2020

MJ HILL

E LEAF

1 ADDENDUM NO. 1 BWD DLM EL 7-31-2020

EMH ELECTRICAL MANHOLE

CP1 1 - 4" HDPE WITH 4-1 1/4" INNER DUCTS

CP4 4 - 4" HDPE WITH 4-1 1/4" INNER DUCTS

OCC OPTICAL CONNECTION CABINET

CHH COMMUNICATION HANDHOLE

EOSF0 EXISTING SINGLE-MODE FIBER OPTIC

CABLE

EOMF0 EXISTING MULTI-MODE FIBER OPTIC CABLE

MVSW# MEDIUM VOLTAGE SWITCH CIRCUIT

MVSC# MEDIUM VOLTAGE SECTIONALIZING

CABINET CIRCUIT

ACSR ALUMINUM CLAD STEEL REINFORCED

7-31-2020

116530

ERNEST E. LEAF

10" SAN

10" SAN

GRAVEL

A S

P H

A L

T

DITCH TO BE REGRADED DURING

STORMWATER PROJECT

EP4

EP2

EXISTING 500KVA PAD MOUNT

TRANSFORMER

480/277V 3Ø, 4W TO BE SWITCHED TO

NEW SERVICE IN FUTURE

EP4

EP4

EP4

EP2

EP2

EP2

N 16667927.20

E 1038868.97

N 16667777.26

E 1038754.20

PROPOSED SANITARY

SEWER (TYP)

MVSC4/2

MVSW3/4 MVSC3/2

CHH#7

BM

-E2

M

W W

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

E

E

E

E

T

T

T

N 16668146.96

E 1038714.42

MH 9

N: 16667886.43

E: 1038904.46

MH 10

N: 16668211.08

E: 1038670.76

CP1

CP4

CP4

CP4

BUILDING ACCESS MUST BE

MAINTAINED AT ALL TIMES

R

D

S

T R

E E

T

33+00

34+00

35+00

36+00

EMH#7

EMH#6

OCC#5

N 16667884.01

E 1038902.36

T

T

T

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

BM

-E2

LS

S A

N

S A

N S

A N

S A

N

S A

N

SAN

SAN

CO

CO

CO

FO DEPTH:1.21'

FL: 194.31'

DEPTH:2.83'

W DEPTH: 1.75'

FM DEPTH:3.92'

W DEPTH: 3.33'

35+00

36+00

37+00

38+00

39+00

NOTE 2

CP1 DIRECTIONAL BORED IN

PARALLEL WITH EXISTING

FIBER ROUTE SHOWN

BORE A NEW 4" HDPE WITH

INNERDUCTS AS SHOWN ON

DWG EU506 AND DIRECTIONAL BORE

TO 4'-0" BELOW BOTTOM

ELEVATION OF PROPOSED

DITCH AS SHOWN ON DWG CU108

C P

C P

NOTE 3

NOTE 5

EXISTING ELECTRICAL PRIMARY RISER POLE TO BE RELOCATED

NOTE 4

N 16667975.13

E 1038932.58

D

A

1 2

C A

R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN

SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com

Texas Firm Registration No.: F-174

AT FULL SIZE

IN

cm0 1 2 3 4

6 7

USDA-APHIS-PPQ MOORE AIR BASE

ARE FOR GENERAL INFORMATION ONLY. UTILITY SERVICE

CONNECTIONS ARE NOT SHOWN ON THIS DRAWING.

CONTRACTOR FULLY RESPONSIBLE FOR OBTAINING EXACT

LOCATIONS OF EXISTING UTILITIES FROM UTILITY

COMPANIES. SOME EXISTING UTILITIES MAY NOT BE SHOWN.

F O

R

C

O N

T I N

U A

T I O

N

S

E

N

O

R

T

H

F O

R

C

O N

T I N

U A

T I O

N

S

E

SHEET 6

EP106 1

1" = 20'

DL MORITZ

BK GROTHE

MAY 26, 2020

MJ HILL

E LEAF

1 ADDENDUM NO. 1 BWD DLM EL 7-31-2020

FOR CONTINUATION SEE SHEET EP107B

NOTES:

1. SEE DRAWING EP101 FOR NOTES AND LEGEND.

2. EXISTING ABOVE GRADE FIBER OPTIC PULLBOX. COORDINATE WITH

DWG CU107 GRADING REQUIREMENT. PROVIDE A NEW 12 STRAND

SINGLE MODE FIBER IN CP1 ROUTE SHOWN FROM PULLBOX TO BLDG

6205. REPLACE EXISTING PATCH PANEL IN BLDG 6205 TO MATCH

EXISTING WITH THE SAME CONNECTOR TYPE AND PATCH PANEL

SHALL HAVE PIGTAILS PRETERMINATED TO REPLACE EXISTING

FIBER, IN ABOVE GRADE PULLBOX FUSION SPLICE THE NEW CABLE

AND COORDINATE WITH STEVEN KIRPES/MAB IT SPECIALIST, AT

BASE.

3. COORDINATE INCOMING FIBER SERVICE TO BLDG. 6205 TO GET NEW

FIBER INTO BUILDING WITH GOVERNMENT. REUSE EXISTING ROUTE

IF POSSIBLE. COORDINATE OUTAGE WITH GOVERNMENT.

4. CONTRACTOR TO COORDINATE OUTAGE TO BUILDING 6205 AND

RELOCATE EXISTING ELECTRICAL PRIMARY RISER POLE TO THIS

NEW LOCATION. EXCAVATE TO EXPOSE EXISTING UNDERGROUND

CABLE AND REROUTE TO FUSED CUTOUTS ON RELOCATED RISER

POLE. PROVIDE NEW CABLE TERMINATIONS TO MATCH EXISTING.

PROVIDE TEMPORARY DOWN GUY WITH FIBERGLASS STRAIN

INSULATOR IN LINE OF PULLING TENSION IF REQUIRED AND PLACE

GUY GUARD AT ABOVE GRADE THIMBLE HEAD.

5. EXTEND EXISTING ACSR CONDUCTORING FROM EXISTING RISER

POLE TO NEW RELOCATED POLE LOCATION SHOWN. CONTRACTOR

TO VERIFY ACSR SIZE IN FIELD AND DO COMPRESSION SLEEVE

CONNECTIONS TO EXISTING ACSR CONDUCTOR.

7-31-2020

116530

1 2

C

AD

D D

3- R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com Texas Firm Registration No.: F-174

0 1 2 3

AT FULL SIZE

IN

cm0 1 2 3 4 5 6 7 8

USDA-APHIS-PPQ MOORE AIR BASE

UNDERGROUND UTILITIES AND STORMWATER IMPROVEMENTS

EDINBURG, TEXAS

27100.13

NOTE: THE SIZE, NUMBER AND LOCATION OF EXISTING

UTILITIES SHOWN ON THIS DRAWING ARE APPROXIMATE AND

ARE FOR GENERAL INFORMATION ONLY. UTILITY SERVICE

CONNECTIONS ARE NOT SHOWN ON THIS DRAWING.

CONTRACTOR FULLY RESPONSIBLE FOR OBTAINING EXACT

LOCATIONS OF EXISTING UTILITIES FROM UTILITY

COMPANIES. SOME EXISTING UTILITIES MAY NOT BE SHOWN.

FO

R

C O

N

TI

N U

A

TI

O N

S

EE

S H

EE

T

EP

NORTH

FO

R

C O

N

TI

N U

A

TI

O N

S

EE

S H

EE

T

EP

SITE ELECTRICAL PLAN

SHEET 7

EP107 1

1" = 20'

DL MORITZ

BK GROTHE

MAY 26, 2020

MJ HILL

E LEAF

1 ADDENDUM NO. 1 BWD DLM EL 7-31-2020

FOR CONTINUATION SEE SHEET EP107B (NOTE 2)

NOTES:

1. SEE DRAWING EP101 FOR NOTES AND LEGEND.

2. CONTINUATION OF FIBER OPTIC, CROSSES OVER MISSION DRIVE.

BORE EP2 & CP1 UNDER MISSION DRIVE.

8" SAN

S

A N

8" SAN

T

O/E

O/E

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G G

G

G

G

G

M

G

G

G

G

G

G

G

GGGGGGG

G

G

W

W

WW

W

W

W W

W

W W

W

W

ARTHROPOD

QUARANTINE

F O

F O

F O

F O

F O

F O

FO

F O

F O

F O

F O

F O

F O

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

F O

FO

FO

FO

C

O

C

O

C

O

C

O

O/E

O/E

64+00

65+00

66+00

67+00

68+00

PROPOSED IRR-W

(TYP)

46+00

47+00

48+00

49+00

T

W W

W

W

W W

O/E

O/E

M

W

W

WW

W

W

W

S A

N

S A

N

S A

N

SAN

SAN

M

CO

CO

CO

CO

LIFT STATION

ASPHALT

E P

EP2

EP2

EP2

E P

N 16668640.90

E 1038273.25

N 16668712.57

E 1038020.66

5TH STREET

MVSW6/2

M V

S W

MVSW5/2

MVSC5/3

MVSC5/4

CHH#10

CHH#11

N 16668642.90

E 1038291.98

N 16668776.27

E 1038179.63

E O

M F

E O

M F

EOMF0

EOMF0

C P

CP1

CP1

EOMF0

CP1

5TH STREET

NEW PAD FOR PME-9 SW#5

PROPOSED SANITARY

SEWER (TYP)

T

H

S

T R

E E

T

EXISTING FIBER

PULLBOX LOCATION

TO BE VERIFIED

BY CONTRACTOR

WITH GOVT

EXISTING 500KVA PAD MOUNTED

TRANSFORMER 208/120V 3Ø, 4W TO BE

SWITCHED TO NEW SERVICE IN THE

FUTURE. CAP CONDUITS FOR FUTURE

EXTENSION T6403

N 16668734.87

E 1038085.85

4 WAY SECTIONALIZER

SC#5

EP2 MVSC5/2

NEW PAD FOR

150 KVA TRANSFORMER 208/120V

3Ø, 4W T6409

N 16668920.07

E 1038053.25

CHH#12 TO BE CAST IN PLACE,

SEE DWG EU504, EO10

ES ALLOW FOR 40' OF GND (4")C

FROM PAD, CAP AND MARK

EXISTING DISCONNECT RACK WILL

BE REFED FROM NEW PAD MOUNT

TRANSFORMER IN FUTURE

EXISTING FIBER PULLBOX

LOCATION TO BE VERIFIED BY

CONTRACTOR WITH GOVT

N 16668910.98

E 1038059.66

3-EOMF0

FROM BLDG 6414

EOMF0

EP2

MVSW5/4

EP2MVSC4/2

MVSW5/3

EP2

NEW PAD FOR PME-9 SW#6

MVSW6/3

SEE NOTE 2

N 16668932.73

E 1038033.83

D

A

1 2

C A

R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN

SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com

Texas Firm Registration No.: F-174

AT FULL SIZE

IN

cm0 1 2 3 4

6 7

USDA-APHIS-PPQ MOORE AIR BASE

ARE FOR GENERAL INFORMATION ONLY. UTILITY SERVICE

CONNECTIONS ARE NOT SHOWN ON THIS DRAWING.

CONTRACTOR FULLY RESPONSIBLE FOR OBTAINING EXACT

LOCATIONS OF EXISTING UTILITIES FROM UTILITY

COMPANIES. SOME EXISTING UTILITIES MAY NOT BE SHOWN.

F O

R

C

O N

T I N

U A

T I O

N

S

E

N

O

R

T

H

F O

R

C

O N

T I N

U A

T I O

N

S

E

SHEET 8

EP108 1

1" = 20'

DL MORITZ

BK GROTHE

MAY 26, 2020

MJ HILL

E LEAF

1 ADDENDUM NO. 1 BWD DLM EL 7-31-2020

FOR CONTINUATION SEE SHEET EP111

NOTES:

1. SEE DRAWING EP101 FOR NOTES AND LEGEND.

2. TO BE HAND EXCAVATED AND INTERCEPT EXISTING

COMMUNICATION CABLES/DUCTS AND NEW CP1 DUCT.

7-31-2020

116530

O /E

O /E

O/E

O/E

O/E

O/E

O/E

O/E O/E

O/E O

/E

O /E

O /E

O /E

O /E

O /E

O /E

O/EO/EO/E

O/E

O/E

O/E

O/E

O/E

O/E

O E

O E

O E

O E

O E

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

GGGG

G

G

M

M

G

G

G

G

G

G

G

G

G

G

G

G

G

G

SS

W

W

W

W

W

W

W

FMS WAREHOUSE

01 & 02

FMS

ADMINISTRATION

PROPOSED

APPROX 5,000SQ FT

F

O

F

O

F O

F O

F O

FO

FO

FO

FO

FO

FO

FO

FO

FO

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

FO

FO

FO

FO

FO

FO

F O

F O

F O

F O

C

O

C

O

C

O

C

O

C

O

C

O

T

T

T

T

68+00

69+00 70+00

71+00

71+56

PROPOSED

IRR-W (TYP)

S A

N

SAN

SAN

W

W

W

W

W

W

M

M

W

SAN

SAN

SAN

SAN

SAN

G

G

G

G

G G

G

G

G

S

A

N

SAN

S

A N

G

G G

FO DEPTH: 1.67'

DEPTH: 2.17'

FO DEPTH: 2.17'

FO DEPTH: 1.83'

DEPTH: 1.83'

FO DEPTH: 2.33'

ASPHALT

MH 13P2

FROM BLDG 6430

N 16669041.35

E 1037782.21

N 16669213.13

E 1037827.61

N 16669200.93

E 1037836.33

N 16669039.48

E 1037777.95

N 16669219.88

E 1037822.74

N 16669085.01

E 1037940.04

N 16669218.90

E 1037840.86

N 16669090.22

E 1037933.89

N 16669081.78

E 1037942.45

N 16669228.33

E 1037836.96

N 16669193.73

E 1037841.53

E P

EP2

ES ALLOW FOR 10'

(2) (4")C FROM PAD,

CAP AND MARK

NEW PAD FOR TRANSFORMER 500 KVA

208/120V 3Ø, 4W FOR T6420

NEW PAD FOR TRANSFORMER 75 KVA

208/120V 3Ø, 4W FOR T6407

EP2

EP2

NEW PAD FOR PME-9 SW#8

T

H

S

T R

E E

T

T

H

S

T R

E E

T

5TH STREET

MVSW5/2

MVSW8/2

M V

S C

MVSW9/4

MVSW9/3

MVSW9/2

MVSW8/4

OCC#8

CHH#13

CHH#14

4 WAY SECTIONALIZER

SC#6

CP1

CP1

CP1

CP1

PROVIDE EP2 3' FROM PAD AND CAP FOR FUTURE

EXTENSION TO EXISTING WAREHOUSE 6430 PAD

MOUNTED 1000KVA TRANSFORMER 480/277V 3Ø, 4W

T6430, MVSW8/3

PROPOSED SANITARY

SEWER (TYP)

EP2

MVSW6/2

EOMF0

EOMF0

E O

M F

NEW PAD FOR

PME-9 SW#9

E O

M F

E P

E

O

S

F

E O

M F

EXISTING FIBER

HANDHOLE LOCATION

TO BE VERIFIED BY

CONTRACTOR WITH GOVT

E O

M F

EP2 MVSC6/2

ES ALLOW FOR 10'

(4")C FROM PAD, CAP

AND MARK

EOMF0

C P

NOTE 2

D

A

1 2

C A

R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN

SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com

Texas Firm Registration No.: F-174

AT FULL SIZE

IN

cm0 1 2 3 4

6 7

USDA-APHIS-PPQ MOORE AIR BASE

ARE FOR GENERAL INFORMATION ONLY. UTILITY SERVICE

CONNECTIONS ARE NOT SHOWN ON THIS DRAWING.

CONTRACTOR FULLY RESPONSIBLE FOR OBTAINING EXACT

LOCATIONS OF EXISTING UTILITIES FROM UTILITY

COMPANIES. SOME EXISTING UTILITIES MAY NOT BE SHOWN.

F O

R

C

O N

T I N

U A

T I O

N

S

E

N

O

R

T

H

F O

R

C

O N

T I N

U A

T I O

N

S

E

FOR CONTINUATION SEE SHEET EP111

SHEET 9

EP109 1

1" = 20'

DL MORITZ

BK GROTHE

MAY 26, 2020

MJ HILL

E LEAF

1 ADDENDUM NO. 1 BWD DLM EL 7-31-2020

FOR CONTINUATION SEE SHEET EP109A

NOTES:

1. SEE DRAWING EP101 FOR NOTES AND LEGEND.

2. PROVIDE TEMPORARY DOWN GUYS AS REQUIRED WHERE NEW CP1

AND EP2 UGE CONDUITS ARE ROUTED IN CLOSE PROXIMITY TO OHE

POLES TO BE REMOVED AFTER BACKFILL IS COMPLETED AND

COMPACTED. REMOVE SIDEWALK AND REPLACE AS REQUIRED TO

GET ADEQUATE SETBACK FROM OHE POLES.

7-31-2020

116530

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O

E

O

E

O

E

O

E

S A

N

E

X

I

S

T

I

N

G

W

A

T

E

R

L

I

N

E

O E

O E

W

O/E O/E

O/E O/E

O/E O/E

O/E O/E

O/E O/E

O/E O/E

O E

O E

G

G

G

G

G

G

G

G

G

G

M

G

G

G

G

G

G

S S

S S

S S

S S

S S

S S

W

W

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

B M

E

W

T

T

T

T

T

WTP

AD

EXISTING INLET TO BE

PLUGGED DURING

STORMWATER PROJECT

WATER GROUND

STORAGE TANK

ASPHALT

EX MH 18

EX MH 20

BACKWASH VALVE

AND CLEAN OUT

CLEAN OUT

8" CROSSING DITCH

FL APPROX 210.22

NOTE 1

NOTE 6

N 16669547.71

E 1037605.16

N 16669608.32

E 1037881.63

N 16669536.63

E 1037715.05

N 16669546.85

E 1037610.00

N 16669503.75

E 1037719.58

N 16669569.78

E 1037847.71

N 16669516.03

E 1037763.11

E

S D

S D

52+00

53+00

N 16669508.71

E 1037888.89

N 16669512.46

E 1037893.80

N 16669557.48

E 1037596.58

S A

N S

A N

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

S A

N

S A

N

S A

N

S A

N

S A

N

S A

N

S A

N

S A

N

T

T

T

S D

S D

S A

N S

A N

S A

N

S A

N S

A N

T

E

W

W

E

X

I

S

T

I

N

G

W

A

T

E

R

L

I

N

E

T

W

M

W

W

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

LS

NEW PAD

FOR PME-9

SW#11

E

P

E P

EP2

EP2

EP2

NEW PAD FOR

PME-9 SW#10

PROPOSED SANITARY

SEWER (TYP)

8TH STREET

T

H

S

T R

E E

T

NEW IRRIGATION

SYSTEM EQUIPMENT

FOR ELECTRICAL

WORK, SEE PE DWGS

M V

S C

MVSC8/4

MVSC8/3

MVSW10/2

MVSW10/3

M

V

S

W

OCC#10

MVSW11/4

OCC#9

CHH#16

SEE DWG PE06 FOR

COMMUNICATION

BUILDING CONNECTION

M V

S C

MVSC7/3

C P

C P

E P

C P

COS2-EWT/WTP

FIBER FROM EWT

8TH STREET

MVSC7/4

CHH#15

PROVIDE EP2 TO LOCATION SHOWN

AND CAP FOR FUTURE EXTENSION

TO EXISTING 75KVA PAD MOUNT

TRANSFORMER 208/120V 3Ø, 4W

T3207

TO MEXICAN FRUIT FLY REARING FACILITY

TRANSFORMER BY OTHERS, PROVIDE EP2

CONDUITS FROM COMPARTMENT 3 OF

SW#11 10' IN DIRECTION SHOWN, CAP

CONDUITS, AND PLACE MARKER FOR

EXTENSION BY OTHERS.

M I S

S I O

N

D

R I V

E

E P

M V

S W

PROPOSED

IRR-W (TYP)

4 WAY SECTIONALIZER SC#7

4 WAY SECTIONALIZER

SC#8

PROVIDE EP2 TO LOCATION

SHOWN AND CAP FOR FUTURE

EXTENSION TO EXISTING 225KVA

PAD MOUNT TRANSFORMER

208/120V 3Ø, 4W T6417

CP1

ALTERNATE 1B BEGINS AT 4

WAY SECTIONALIZER SC#8

AND EXTENDS TO CATTLE TICK

FACILITY

SPARE EP2 CONDUITS 10' FROM

PME-9 AND CAPPED AND MARKED

N 16669444.86

E 1037684.69

N 16669441.28

E 1037686.89

N 16669444.20

E 1037678.72

D

A

1 2

C A

R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN

SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com

Texas Firm Registration No.: F-174

AT FULL SIZE

IN

cm0 1 2 3 4

6 7

USDA-APHIS-PPQ MOORE AIR BASE

ARE FOR GENERAL INFORMATION ONLY. UTILITY SERVICE

CONNECTIONS ARE NOT SHOWN ON THIS DRAWING.

CONTRACTOR FULLY RESPONSIBLE FOR OBTAINING EXACT

LOCATIONS OF EXISTING UTILITIES FROM UTILITY

COMPANIES. SOME EXISTING UTILITIES MAY NOT BE SHOWN.

N

O

R

T

H

FOR CONTINUATION SEE SHEET EP109

FOR CONTINUATION SEE SHEET EP112

SHEET 10

EP110 1

1" = 20'

DL MORITZ

BK GROTHE

MAY 26, 2020

MJ HILL

E LEAF

1 ADDENDUM NO. 1 BWD DLM EL 7-31-2020

F O

R

C

O N

T I N

U A

T I O

N

S

E

A

NOTES:

1. SEE DRAWING EP101 FOR NOTES AND LEGEND.

7-31-2020

116530

1 2

C A

R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN

SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com

Texas Firm Registration No.: F-174

AT FULL SIZE

IN

cm0 1 2 3 4

6 7

USDA-APHIS-PPQ MOORE AIR BASE

SITE ELECTRICAL DETAILS

SHEET 4

EU504 1

AS NOTED

DL MORITZ

BK GROTHE

MAY 26, 2020

MJ HILL

E LEAF

1 ADDENDUM NO. 1 BWD DLM EL 7-31-2020

"d"

4" DEEP ANCHOR POCKET

IN BASE SLAB AND TOP

SLAB-FILL WITH GROUT

AFTER ANCHOR IS IN PLACE

SIZE AND LOCATE TO FIT

ANCHOR MEMBERS

6"Ø GROUT HOLE IN

TOP SLAB CENTERED

ON ANCHOR POCKET

PLAN-SECTION

ALL AROUND

M

A X

REINFORCING NOT

SHOWN FOR CLARITY

EL "H"

SUMP

KEYWAY-BOTTOM

& 2 SIDES

DUCT BANK

METALLIC TO NON-METALLIC

COUPLING (TYP)

CONDUIT (TYP)

INSIDE FACE

MANHOLE WALL

EL "H"

WATERSTOP (TYP)

"c" OR "c1"

(TYP ALL

AROUND)

ANCHOR

POCKET

ANCHOR

POCKET

DOWELS-MATCH VERT

WALL REINF (TYP)

"g"

(TYP ALL

AROUND)

SLOPE TO

SUMP (TYP)

ANCHOR

POCKET

#4@12

2 ADDL BARS

EACH FACE

SAME SIZE AS

WALL REINF (TYP)

T

Y P

WATERSTOP (TYP)

"c" OR "c1"

ANCHOR

POCKET

"g"

"f"

#5@12

DOWELS-MATCH VERT

WALL REINF (TYP)

EL "H"

"b"

"a"

"c2" OR "c3"

M

X

Y P

ACCESS OPENINGS; FRAME & LID-

NEENAH R-6662-RP WITH TYPE T

HINGES & TYPE G LIFT HANDLE

ADDL REINF BARS TOP

& BOT EA SIDE OF

OPENING & #5 X 4'-6"

@ EA CORNER

MATCH BOT SLAB

REINF SIZE & SPACING

ROUGHEN JOINT (TYP)

d

O

F

GROUND ROD

LADDER (LOCATE W/ TOP

SLAB ACCESS OPENING)

10" SQUARE SUMP-

LOCATE TO BEST SUIT

SPECIFIC MANHOLE

3'-0" SQUARE ACCESS OPENING

IN TOP SLAB-LOCATE TO BEST

SUIT SPECIFIC MANHOLE

1 ADDL BAR

EACH FACE-

SAME SIZE AS

WALL REINF (TYP)

(CLR TYP)

(FOR ORIENTATION AND LOCATION SEE PLANS)

#4@12

KEYED BLOCKOUT

ADDL #5 X 4'-2"

EACH CORNER @

BLOCKOUT (TYP)

BENTONITE SEAL

ALL AROUND (TYP)

#4@12

ADDL #4 X 3'-4"

EACH CORNER @

BLOCKOUT (TYP)

BENTONITE SEAL

ALL AROUND (TYP)

KEYED BLOCKOUT FOR PIPE,

CONDUIT OR DUCT BANK-SIZE

AND LOCATE TO SUIT SYSTEM

PROVIDED AND MANHOLE

ORIENTATION-FILL WITH

NON-SHRINK GROUT AFTER

SYSTEM INSTALLED

GROUT

BENTONITE SEAL

ALL AROUND

(TYP)

BENTONITE

SEAL ALL

AROUND

BENTONITE SEAL

ALL AROUND (TYP)

BELLED END (TYP)

GROUND WIRE

OR CABLE

TWO EXTRA "a" BARS EACH SIDE;

L = POCKET OR OPENING DIMENSION

PLUS 4'-6". ALSO ONE EXTRA "a" BAR

DIAGONALLY AT EACH CORNER OF POCKET

OR OPENING; L=80 BAR DIAMETER

KEYED BLOCKOUT FOR PIPE, CONDUIT OR DUCT

BANK-SIZE AND LOCATE TO SUIT SYSTEM

PROVIDED AND MANHOLE ORIENTATION-FILL WITH

NON-SHRINK GROUT AFTER SYSTEM INSTALLED

"b"

NOTE:

METAL CONDUIT SHALL NOT BE USED

WHERE EACH PHASE OF 3 PHASE SYSTEM

IS IN SEPARATE CONDUIT.

BELLED END MAY BE BUSHING IF DESIRED

TO RUN INTERIOR WIRE IN CONDUIT.

1/2" EXP ANCHOR (TYP)

3/8" X 4" LADDER

SUPPORT BRACKETS

EACH SIDE @ 8'-0" (MAX)

3/4"Ø RUNGS (TYP)

BAR 2" X 5/8"

BAR3/4 X 1/4

2-3/8"Ø WELDED

STUD ANCHORS

EACH FACE

OF SUMP

1/4" FLOOR PLATE SUMP

COVER WITH 3/4"Ø HOLES

@ 4" SPACING EACH WAY;

FABRICATE AND STIFFEN

PLATE TO FIT EQUIPMENT

L2X2X1/4

"c1"

"B"

SPLICE LAP

(TYP)

A c

"D"

(TYP)

2" d

C

E

F

"f" TOP

#4@12 BOTTOM

#4@12 TOP

"a" BOTTOM

"G"

M A

X I M

U M

J

T

Y P

M A

X I M

U M

J

"G"

"f" TOP

#5@12 BOTTOM

#4@12 TOP

"a" BOTTOM

E

F

C e

I F

F

V A

R I E

S

3'-0" SQ

ACCESS

MANHOLE

7"

"D"

B L O

C K

O U

T

1/81/4"

1 1/4"

2"

10'-0"

NON-METALLIC CONDUIT

METALLIC CONDUIT

(SEE NOTE)

MATCH TOP SLAB

REINF SIZE & SPACING

TWO EXTRA "a" BARS EACH SIDE;

L = POCKET OR OPENING DIMENSION

PLUS 4'-6". ALSO ONE EXTRA "a" BAR

DIAGONALLY AT EACH CORNER

OF POCKET OR OPENING;

L=80 BAR DIAMETER

C

L R

C

L R

C

L R

C

L R

C

L R

C

L R

C

L R

C

L R

ELEVATION

INSIDE

OUTSIDE

FINISHED

GRADE

1'-0"

M

A X

F

PRECAST CONC COLLAR

SCHEDULE OF DIMENSIONS AND REINFORCING

DIMENSIONS REINFORCING

A B C D E F G H J K L a b c c1 c2 c3 d d1 e e1 f g

PLAN DIMENSIONS SMALLER THAN 8'-0"

BASIS OF DESIGN:

AT-REST LATERAL PRESSURE: 90 pcf

ROOF LL: HS20 WHEEL LOAD

EARTHQUAKE: SDC B

BACKFILL PLACED FULL HEIGHT BEFORE TOP SLAB POURED

MINIMUM SAFE ALLOWABLE SOIL BEARING CAPACITY: 2,500 psf

CONCRETE STRENGTH, fc: 4,500 psi

REINFORCING STEEL STRENGTH, fy: 60,000 psi

1. MAXIMUM EXTERIOR WATER LEVEL WITHOUT BACKFILL IN PLACE AND

NO TOP SLAB IN PLACE: 3' ABOVE TOP OF BASE SLAB.

2. MAXIMUM EXTERIOR WATER LEVEL WITH BACKFILL IN PLACE (NO TOP

SLAB): "J" ABOVE TOP OF BASE SLAB.

3. MAXIMUM EXTERIOR WATER LEVEL WITH BACKFILL AND TOP SLAB IN

PLACE: "J" PLUS "0.2E" ABOVE TOP OF BASE SLAB.

4. IF EXTERIOR WATER LEVEL EXCEEDS MAXIMUMS GIVEN ABOVE,

FLOOD THE STRUCTURE OR ADD WEIGHT TO STRUCTURE ADEQUATE

TO PREVENT UPLIFT.

5. PULLING IRON: "CHANCE 8120" OR EQUAL. LOCATE ON CENTERLINE OF

DUCT BANK IN WALL OPPOSITE DUCT BANK PENETRATION. IF

LOCATION CONFLICTS WITH OTHER DUCT BANK OR CONTRACTOR'S

OPERATIONS, ADJUST LOCATION TO SUIT SPECIFIC MANHOLE OR

VAULT.

6. BENTONITE SEAL: "WATERSTOP RX" OR "JOINT STRIP" BY AMERICAN

COLLOID COMPANY OR EQUAL.

7. WATERSTOP: 3/16" X 5" PVC WATERSTOP; BENTONITE SEAL MAY BE

SUBSTITUTED FOR WATERSTOP.

8. DETAILS SHOWN ARE TYPICAL REQUIREMENTS. CONTRACTOR SHALL

ORIENT DETAILS TO SUIT EACH MANHOLE OR VAULT ARRANGEMENT

AND ADD DETAILS SPECIFIED OR SHOWN AT SPECIFIC LOCATIONS.

9. DO NOT PERMIT TRAFFIC OVER TOP OF SLAB UNTIL CONCRETE IS AT

LEAST 14 DAYS OLD (7 DAYS WHEN HIGH-EARLY STRENGTH CEMENT

OR COMPARABLE ACCELERATOR IS USED.) TIME IS BASED UPON

CONCRETE TEMPERATURE ABOVE 50° F; INCREASE TIME IF

TEMPERATURE OF CONCRETE FALLS BELOW 50° F.

10. USE ANCHOR POCKETS ONLY WHERE REQUIRED; USUALLY AS

ANCHORAGE FOR STEAM AND HOT WATER PIPE MANHOLES. IT IS

INTENDED THAT VERTICAL STEEL PIPE(S) OR TUBE COLUMN(S) BE

PLACED TO USE AS THE PIPE ANCHOR.

11. DUCT BANK AND PULLING IRON DETAILS REQUIRED ONLY FOR

ELECTRICAL.

12. PROVIDE SOIL RETENTION SYSTEM AS REQUIRED TO PROTECT

EXISTING FACILITIES DURING CONSTRUCTION.

GENERAL NOTES:

NO SCALE

MANHOLES WITH PLAN DIMENSIONS SMALLER THAN 8'-0"

B B

SCALE:

A

SECTION

SCALE:

B

SECTION

SCALE:

C

DETAIL

NO SCALE

ACCESS OPENING DETAIL

C

NO SCALE

KEYED BLOCKOUT IN WALL DETAIL

NO SCALE

DUCT BANK TO MANHOLE WALL DETAIL

7'-0" 7'-0" 7'-6" 8" 8" 10" 8"

- 8'-0" #5@8 #5@8 #4@12 #4@12 #5@8

- - - - - #4@8

4'-0" 4'-0" 4'-0" 8" 8" 10" 0"

- 3'-0" #4@9 #4@9 #4@12 #4@12 #4@9

- - #4@8

#3@9 #3@9

INFORMATION SHOWN FOR CAST IN PLACE,

COMMUNICATION HANDHOLE LOCATION,

SEE DWG EP108 AND EMH#6 ON DWG EP106.

A

A

7-31-2020

116530

ERNEST E. LEAF

1 2

C A

R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN

SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com

Texas Firm Registration No.: F-174

USDA-APHIS-PPQ MOORE AIR BASE

SITE ELECTRICAL

NEW ELECTRICAL MANHOLES

EO08 1

AS NOTED

DL MORITZ

BW DEEN

MAY 26, 2020

E LEAF

1 ADDENDUM NO. 1 BWD DLM EL 7-31-2020

7-31-2020

116530

1 2

C

AD

D D

3- R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com Texas Firm Registration No.: F-174

0 1 2 3

AT FULL SIZE

IN

cm0 1 2 3 4 5 6 7 8

USDA-APHIS-PPQ MOORE AIR BASE

UNDERGROUND UTILITIES AND STORMWATER IMPROVEMENTS

EDINBURG, TEXAS

27100.13

NOTE: THE SIZE, NUMBER AND LOCATION OF EXISTING

UTILITIES SHOWN ON THIS DRAWING ARE APPROXIMATE AND

ARE FOR GENERAL INFORMATION ONLY. UTILITY SERVICE

CONNECTIONS ARE NOT SHOWN ON THIS DRAWING.

CONTRACTOR FULLY RESPONSIBLE FOR OBTAINING EXACT

LOCATIONS OF EXISTING UTILITIES FROM UTILITY

COMPANIES. SOME EXISTING UTILITIES MAY NOT BE SHOWN.

RAW WATER IRRIGATION PLAN

SHEET 1

PC01 1

1"=10'

AM ROMERO

GM REEVES

MAY 26, 2020

DK MATHIAS

L LEISCHNER

1 ADDENDUM NO. 1 DKM FR LL 7-31-2020

NOTES

NORTH

1. ALL PIPES SHALL BE INSPECTED BY THE GOVERNMENT

REPRESENTATIVE PRIOR TO BACKFILLING.

2. RESTORE SURFACES TO PRE-CONSTRUCTION CONDITION IN

ACCORDANCE WITH SPECIFICATION SECTIONS 32 11 23, 32

12 16, 32 13 13, 32 16 23 AND 32 92 19, AS APPLICABLE.

3. SUNSHADE NOT SHOWN FOR CLARITY. SEE DRAWING PS03.

4. CONNECT RAW WATERLINE TO EXISTING 16" INFLUENT LINE.

EXISTING LINE TO BE FIELD LOCATED BY CONTRACTOR.

5. PROVIDE 2-2" POWER CONDUITS FROM THE NEW RAW

WATER IRRIGATION CONTROL PANEL TO EXISTING PANEL A

IN THE WTP. SEAL AND CAP ONE CONDUIT (SPARE) FOR

FUTURE USE. PROVIDE 2-1-1/2" CONTROLS CONDUITS FROM

THE NEW RAW WATER IRRIGATION CONTROL PANEL TO WTP

OFFICE ROOM 104. SEAL AND CAP ONE CONDUIT (SPARE)

FOR FUTURE USE. SEE DRAWING PE02 AND PE06.

6. 2-2" AND 2-1-1/2" CONDUITS TO TURN UP ABOVE GROUND TO

ENTER WATER TREATMENT PLANT. PLACE "LB" CONDUIT

BODY AT BUILDING AND SEAL CONDUITS INTO BUILDING.

CONTINUE 2" CONDUITS TO EXISTING PANEL A IN MECH

ROOM 106. SEAL AND CAP ONE CONDUIT (SPARE) FOR

FUTURE USE CONTINUE 1-1/2" CONDUITS ABOVE CEILING TO

OFFICE NEAR MTU PANEL. SEE DRAWING PE02 AND PE06.

7. CONNECT 4" BW DISCHARGE PIPE TO EXISTING CATCH

BASIN.

8. INTERIOR AND EXTERIOR PIPING ASSOCIATED WITH THE

WTP IS NOT SHOWN.

9. MINIMUM DEPTH OF COVER SHALL BE 4'0" FOR IRRIGATION

LINES.

10. SEE SPECIFICATION SECTION 33 11 00 FOR SEPARATION

REQUIREMENTS.

11. SEPARATION BETWEEN SANITARY SEWER AND IRRIGATION

WATER MUST BE MINIMUM OF 4 FEET. WHEN SEPARATION IS

LESS THAN 9 FEET, FOLLOW PIPE MATERIAL REQUIREMENT

IN SPECIFICATION SECTION 33 30 00, PARAGRAPH 3.07.E.1.

FOR CONTINUATION SEE SHEET PC02

7-31-2020

1 2

C

AD

D D

3- R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com Texas Firm Registration No.: F-174

0 1 2 3

AT FULL SIZE

IN

cm0 1 2 3 4 5 6 7 8

USDA-APHIS-PPQ MOORE AIR BASE

UNDERGROUND UTILITIES AND STORMWATER IMPROVEMENTS

EDINBURG, TEXAS

27100.13

NOTE: THE SIZE, NUMBER AND LOCATION OF EXISTING

UTILITIES SHOWN ON THIS DRAWING ARE APPROXIMATE AND

ARE FOR GENERAL INFORMATION ONLY. UTILITY SERVICE

CONNECTIONS ARE NOT SHOWN ON THIS DRAWING.

CONTRACTOR FULLY RESPONSIBLE FOR OBTAINING EXACT

LOCATIONS OF EXISTING UTILITIES FROM UTILITY

COMPANIES. SOME EXISTING UTILITIES MAY NOT BE SHOWN.

GENERAL NOTESNORTH

FO

R

C O

N

TI

N U

A

TI

O N

S

EE

S H

EE

T

PC

1. ALL PIPES SHALL BE INSPECTED BY THE GOVERNMENT

REPRESENTATIVE PRIOR TO BACKFILLING.

2. RESTORE SURFACES TO PRE-CONSTRUCTION CONDITION IN

ACCORDANCE WITH SPECIFICATION SECTIONS 32 11 23, 32 12 16,

32 13 13, 32 15 00, 32 16 23 AND 32 92 19, AS APPLICABLE.

RAW WATER IRRIGATION PLAN

SHEET 2

PC02 1

1"=40'

AM ROMERO

GM REEVES

MAY 26, 2020

DK MATHIAS

L LEISCHNER

ADDENDUM NO. 1 DKM FR LL 7-31-2020

NOTES

1. INSTALL 1' PIECE OF PIPE BETWEEN MAINLINE VALVE AND END

CAP, END CAP SHALL BE THREADED PVC.

2. DISCONNECT EXISTING SHADEHOUSE WATERING SYSTEM FROM

POTABLE WATER LINE. PLUG POTABLE WATER LINE. CONNECT

NEW RAW WATER IRRIGATION LINE TO EXISTING SHADEHOUSE

WATERING SYSTEM.

3. SEPARATE GREENHOUSE HOSE BIB PIPING FROM WATER WALL

PIPING. KEEP WATER WALL PIPING CONNECTED TO THE

POTABLE WATER SYSTEM. CONNECT NEW RAW WATER

IRRIGATION LINE TO HOSE BIB PIPING. EXISTING BACKFLOW

PREVENTOR SHALL REMAIN CONNECTED TO THE POTABLE

WATER SYSTEM.

4. CONNECT NEW LINE TO EXISTING LAWN SPRINKLER LINE ON

UPSTREAM END OF EXISTING BACKFLOW PREVENTOR. PLUG

EXISTING PIPE IN PLACE. CUT AND PLUG OPEN END OF

ABANDONED PIPING BY FILLING END OF PIPE WITH CONCRETE.

5. PLUG ABANDONED PIPE BY COMPLETELY FILLING THE END OF

THE PIPE WITH CONCRETE. FORCE CONCRETE INTO THE END

OF THE PIPE FOR A DISTANCE OF 18 INCHES, OR ONE-HALF THE

PIPE DIAMETER, WHICHEVER IS GREATER. PRIOR TO FILLING,

PLACE A BULKHEAD IN THE PIPE USING EXPANDABLE FOAM.

PLACE CONCRETE AFTER FOAM IS CURED.

6. MINIMUM DEPTH OF COVER SHALL BE 4'-0" FOR IRRIGATION

LINES.

7. SEE SPECIFICATION SECTION 33 1 00 FOR SEPARATION

REQUIREMENTS.

8. MARK ALL RAW IRRIGATION WATER LEAD CONNECTION POINTS

WITH A 3' METAL #5 REBAR. PROVIDE 2 WITNESS

MEASUREMENTS FOR EACH CONNECTION POINT IN THE

PROJECT RECORD DRAWINGS.

9. SEPARATION BETWEEN SANITARY SEWER AND IRRIGATION

WATER MUST BE MINIMUM OF 4 FEET. WHEN SEPARATION IS

LESS THAN 9 FEET, FOLLOW PIPE MATERIAL REQUIREMENT IN

SPECIFICATION SECTION 33 30 00, PARAGRAPH 3.07.E.1.

7-31-2020