Attachment 3_Drawings dated 14 Feb 2020.pdf

WestEast

200 E. Grayson Street, Suite 207

San Antonio, Texas 78215

210.530.0755 www.westeastdesign.com

Design Group, LLC

Barker & Associates, Inc.

S e r v i c e + I n t e g r i t y + Q u a l i t y

Design Services & Consulting Engineers TX Firm Registration No. F-9213

1924 N. Main Ave., Suite 201 San Antonio, Texas 78212

Phone: (210) 826-9191

Email: barkerassociates@barker-sa.com www.barkerassociatesinc.com

RPR PRIMARY & SECONDARY ELECTRICAL

DISTRIBUTION PHASE 3

Contract Drawings For

Project No.

CZQZ 13-1130

CLOVIS, NEW MEXICO

14 FEBRUARY 2020 - FINAL SUBMITTAL

INDEX OF DRAWINGS

GENERAL

CIVIL

ELECTRICAL

VICINITY MAP

CANNON AIR FORCE BASE

SCALE: NONE

WORK AREA

PROJECT NUMBER

D E

S I G

N E

D

B

Y

F I L E

N

A M

E

D A

T E

D W

N

B

Y

C K

D

B

Y

R E

L E

A S

B

Y

D R

A W

I N

G

C

O D

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F I N

A L

S

U B

M I T

T A

L

D A

T E

D

C

B

A

54321

CZQZ 13-1130

54321

D

C

B

A

S H

E E

T

T

I T

L E

Reference Number

Sheet of

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

W e s t E a s t

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G r a y s o n

S t r e e t

S u i t e

S a n

A n t o n i o

T e x a s w w w w e s t e a s t d e s i g n c o m

D e s i g n

G r o u p

L L C

J P

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J P

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T M

108562

JAMES PATRICK ECKART

P

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F

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2/15/20

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F A

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P L

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C T

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N N

F B

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PAVING CONSTRUCTION NOTES

1. CONTRACTOR SHALL OBTAIN ENGINEERS OR OWNERS APPROVAL OF GRADES PRIOR TO PLACEMENT OF

ANY PAVEMENT. IF APPROVAL IS NOT OBTAINED CONTRACTOR SHALL BE RESPONSIBLE FOR PAVEMENT

PLACED.

2. ALL TEMPORARY AND PERMANENT SIGNAGE MUST COMPLY WITH THE NEW MEXICO MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES, MOST RECENT EDITION WITH REVISIONS.

3. ALL PAVING WIDTHS, CURB RADII, AND CURB ALIGNMENT SHOWN INDICATE FACE OF CURB. T.C. INDICATES

TOP OF CURB. T.P. INDICATES TOP OF PAVEMENT ELEVATIONS.

4. THE CONTRACTOR SHALL PROTECT ALL UTILITIES, SIDEWALKS, PAVEMENT, ETC. AND SHALL REPAIR OR

REPLACE AT HIS EXPENSE ANY FACILITIES DAMAGED DURING PAVING OR GRADING OPERATIONS.

5. DRIVEWAY CONNECTIONS IN COUNTY STREET RIGHT-OF-WAY SHALL HAVE COMPLY WITH DETAILS ON

THESE PLANS.

6. AREAS TO BE FILLED SHALL BE SCARIFIED AND COMPACTED TO AT LEAST 95% OF MAXIMUM DENSITY (+3%

OF OPTIMUM MOISTURE) PER ASTM D-698 TO A DEPTH OF 6" PRIOR TO FILL PLACEMENT. FILL MATERIAL

SHALL BE PLACED IN MAXIMUM 8" THICK LIFTS (MEASURED LOOSE) AND COMPACTED TO AT LEAST 95% OF

MAXIMUM DENSITY (+ 3% OF OPTIMUM MOISTURE) PER ASTM D-698. FILL SHALL BE CLEAN EARTH AND BE

FREE FROM TRASH, VEGETATION AND LARGE STONES. TEST REPORTS SHALL BE SUBMITTED PRIOR TO

PLACEMENT OF PAVEMENT.

7. NECESSARY TESTING OF SUBGRADE AND PAVEMENT TO PROVE THAT THESE ITEMS MEET REQUIREMENTS

SHALL BE DONE BY A COMMERCIAL TESTING LABORATORY ENGAGED BY THE CONTRACTOR.

8. WHERE NEW PAVEMENT IS TO MEET EXISTING PAVEMENT, THE EXISTING REBAR OR DOWELS SHALL BE

CLEANED AND TIED INTO THE NEW PAVEMENT, USING A MINIMUM OF 30 BAR DIAMETERS LAPS. WHERE NEW

CONCRETE ENDS AT A CONSTRUCTION JOINT OR EXPANSION JOINT, THE REBAR SHALL BE EXTENDED A

MINIMUM LENGTH OF 30 BAR DIAMETERS, COATED WITH ASPHALT AND WRAPPED WITH BURLAP.

9. ALL CONCRETE PAVEMENT SHALL BE OF SPECIFIED THICKNESS SHOWN. ALL CONCRETE SHALL BE A 5 SACK

MIX WITH A MINIMUM 500 P.S.I. FLEXURAL STRENGTH AT 7 DAYS AND A MINIMUM 3500 P.S.I. COMPRESSIVE

STRENGTH AT 28 DAYS. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60.

10. ALL CUL-DE-SAC ISLANDS AND MEDIANS SHALL HAVE STANDARD 6"CONCRETE CURBS.

11. CONCRETE WASH-OUT AREAS ARE TO BE PROVIDED BY THE CONTRACTOR AT A LOCATION ACCEPTABLE

TO THE OWNER.UNDER NO CIRCUMSTANCES IS THE CONTRACTOR TO PERMIT CONCRETE TRUCKS TO

WASH AT ANY AREA OTHER THAN THAT DESIGNATED.

12. STREET NAME SIGNS SHALL BE BUILT IN ACCORDANCE WITH BASE ARCHITECTURAL STANDARDS.

13. A DOUBLE-REFLECTORIZED BLUE TRAFFIC MARKER SHALL BE PLACED ON A ONE FOOT OFFSET OF THE

PAVEMENT CENTERLINE AT ALL FIRE HYDRANT LOCATIONS BY THE CONTRACTOR. HYDRANTS LOCATED AT

INTERSECTIONS SHALL HAVE A MARKER PLACED ON EACH STREET. THERE WILL BE NO SEPARATE

PAYMENT FOR THESE MARKERS.

GENERAL CONSTRUCTION NOTES

1. ALL NEW CONSTRUCTION SHALL CONFORM TO THE LATEST STANDARDS, CODES AND

SPECIFICATION. WHERE CONFLICTS EXIST THE MORE STRINGENT REQUIREMENT SHALL BE

ENFORCED.

2. CONTRACTOR SHALL VERIFY ALL EXISTING BENCHMARKS AND ELEVATIONS PRIOR TO THE START

OF CONSTRUCTION. IF NO VERIFICATION IS CONDUCTED CONTRACTOR SHALL ASSUME ALL

RESPONSIBILITY.

3. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGE TO THE EXISTING

PUBLIC OR PRIVATE UTILITY LINES, INCLUDING BUT NOT LIMITED TO WATER LINES, WASTEWATER

COLLECTION SYSTEMS AND STORM SEWERS, DURING CONSTRUCTION. ALL DAMAGES SHALL BE

REPAIRED IN ACCORDANCE WITH ENGINEERING "STANDARD CONSTRUCTION SPECIFICATIONS"

WITH LATEST ADDENDA AND AMENDMENTS THERETO, WITH NO COST TO THE PUBLIC.

4. EXISTING UTILITY INFORMATION SHOWN IS NOT GUARANTEED TO BE ACCURATE AND ALL

INCLUSIVE. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE. CONTRACTOR SHALL BE

RESPONSIBLE FOR LOCATING AND PROTECTING ALL EXISTING UTILITIES AND OTHER FACILITIES

PRIOR TO CONSTRUCTION. ANY CONFLICT OR DISCREPANCY DISCOVERED MUST BE IMMEDIATELY

BROUGHT TO THE ENGINEER'S ATTENTION.

5. THE CONTRACTOR SHALL NOTIFY ALL APPLICABLE AGENCIES AT LEAST 48 HOURS PRIOR TO

COMMENCEMENT OF WORK, NOTIFICATIONS SHALL BE FOLLOWED WITH A LETTER, COPIES OF

WHICH SHALL BE SENT TO THE ENGINEER.

6. THE CONTRACTOR, ON BEHALF OF THE OWNER, IS TO OBTAIN ALL NECESSARY PERMITS

REQUIRED BY LOCAL JURISDICTIONS, PRIOR TO STARTING CONSTRUCTION.

7. GUIDELINES SET FORTH IN THE NEW MEXICO "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", AS CURRENTLY AMENDED, SHALL BE OBSERVED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

PROVIDING ADEQUATE FLAG MEN, SIGNAGE, STRIPING, AND WARNING DEVICES, ETC... DURING

CONSTRUCTION - BOTH DAY AND NIGHT.

8. THE LOADING AND UNLOADING OF ALL PIPE, VALVES, HYDRANTS, MANHOLES, AND OTHER

ACCESSORIES SHALL BE IN ACCORDANCE WITH THE MANUFACTURER RECOMMENDED PRACTICES

AND SHALL AT ALL TIMES BE PERFORMED WITH CARE TO AVOID ANY DAMAGE TO THE MATERIAL.

THE CONTRACTOR SHALL LOCATE AND PROVIDE THE NECESSARY STORAGE AREAS FOR THE

MATERIALS AND EQUIPMENT.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SHIPPING AND STORING OF ALL MATERIALS, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE SUCH MATERIAL AT THE POINT OF

DELIVERY AND TO REJECT ALL DEFECTIVE MATERIAL. ANY DEFECTIVE MATERIAL INCORPORATED

INTO THE WORK SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. THERE

SHALL BE NO PAYMENT MADE FOR STORED MATERIAL.

10. ALL PIPE AND REINFORCEMENT STEEL SHALL BE KEPT FREE OF DIRT AND OTHER DEBRIS. ANY

DAMAGE TO THE COATING OF THE VARIOUS MATERIALS MUST BE REPAIRED.

11. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY

DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO

THE SATISFACTION OF THE OWNING AUTHORITY. ALL CONSTRUCTION STORM RUNOFF SHALL

COMPLY WITH THE FINAL DRAFT OF STORMWATER MANAGEMENT HANDBOOK FOR CONSTRUCTION

ACTIVITIES AND IN COMPLIANCE WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION

SYSTEM (NPDES) REQUIREMENTS.

12. ACCESS TO ALL EXISTING STREETS AND DRIVEWAYS SHALL BE MAINTAINED AT ALL TIMES.

13. CONTRACTOR IS TO MAINTAIN A CLEAN PROJECT AREA, FREE FROM WORKMAN TRASH AND

REFUSE, AT ALL TIMES.

14. THE CONTRACTOR IS REQUIRED TO FOLLOW ALL APPLICABLE OSHA RULES AND REGULATIONS.

TRENCH SAFETY SHALL BE DONE IN ACCORDANCE WITH OSHA STANDARDS.

15. ALL GEOTECHNICAL REPORTS (IF ANY) FOR THIS PROJECT ARE AVAILABLE FOR REFERENCE AT

THE OFFICE OF THE ENGINEER.

16. SURFACE RESTORATION: AT THE END OF ALL CONSTRUCTION PROJECTS, THE CONTRACTOR

SHALL RESTORE THE EXISTING FACILITIES, I.E. THE PROPERTY, EQUAL TO OR BETTER THAN

EXISTING SITE CONDITIONS PRIOR TO THE CONSTRUCTION. ALL FINISHED GRADES SHALL VARY

UNIFORMLY BETWEEN THE FINISHED ELEVATIONS SHOWN.

17. ALL CONSTRUCTION VEHICLES MUST ENTER THROUGH THE PORTALES GATE (SOUTH GATE)

WHEN WORKING AT CANNON AIR FORCE BASE. (REFERENCE CAFB ROUTE & LAY DOWN MAP, THIS

SHEET)

18. CONTRACTORS SHALL COMPLY WITH CANNON AIR FORCE BASE AND MELROSE AIR FORCE RANGE

CIVILIAN CONTRACTOR ENVIRONMENTAL GUIDE

19. CONTRACTOR SHALL COORDINATE WITH CANNON AFB FOR EXACT LAYDOWN YARD LOCATION

PRIOR TO WORK

SWPPP CONSTRUCTION NOTES

1. CONTRACTOR SHALL IMPLEMENT INLET PROTECTION DEVICES AND REINFORCED FILTER FABRIC

BARRIER ALONG ROAD AND SIDE DITCHES AT LOCATIONS SHOWN ON THE TYPICAL STORM WATER

POLLUTION PREVENTION (SWPPP) PLANS TO KEEP SILT AND/OR EXCAVATED MATERIALS FROM

ENTERING INTO THE STORM WATER INLETS AND DITCHES EVENTUALLY POLLUTING THE

RECEIVING STORM.

2. DURING THE EXCAVATION PHASE OF THE PROJECT, CONTRACTOR SHALL SCHEDULE THE WORK IN

SHORT SEGMENTS SO THAT EXCAVATED MATERIAL CAN BE QUICKLY HAULED AWAY FROM THE

SITE AND TO PREVENT IT FROM STAYING UNCOLLECTED ON THE EXISTING PAVEMENT. ANY

LOOSE EXCAVATED MATERIAL WHICH FALLS ON PAVEMENTS OR DRIVEWAYS SHALL BE SWEPT

BACK INTO THE EXCAVATED AREA.

3. CONTRACTOR SHALL CLEAN UP THE EXISTING STREET INTERSECTIONS AND DRIVEWAYS DAILY, AS NECESSARY, TO REMOVE ANY EXCESS MUD, SILT OR ROCK TRACKED FROM THE EXCAVATED

AREA.

4. CONTRACTOR SHALL FOLLOW GOOD HOUSEKEEPING PRACTICES DURING THE CONSTRUCTION OF

THE PROJECT, ALWAYS CLEANING UP DIRT AND LOOSE MATERIAL AS CONSTRUCTION

PROGRESSES.

5. CONTRACTOR TO INSPECT AND MAINTAIN THE AREAS LISTED BELOW AT LEAST ONCE EVERY

FOURTEEN (14) CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM EVENT OF 0.5

INCHES OR GREATER.

A) DISTURBED AREAS OF THE CONSTRUCTION SITE THAT HAVE NOT BEEN FINALLY STABILIZED.

B) AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION.

C) STRUCTURAL CONTROL MEASURES.

D) LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE.

6. CONTRACTOR TO BE RESPONSIBLE TO MAINTAIN EXISTING DITCHES AND/OR CULVERTS FOR

UNOBSTRUCTED DRAINAGE AT ALL TIMES. WHERE SODDING IS DISTURBED BY EXCAVATION ON

BACKFILLING OPERATIONS, SUCH AREAS SHALL BE REPLACED BY SEEDING OR SODDING. SLOPES

4:1 OR STEEPER SHALL BE REPLACED BY BLOCK SODDING.

TRAFFIC NOTES

1. PRIOR TO COMMENCING CONSTRUCTION WITHIN THE LIMITS OF NMDOT RIGHT OF WAY, THE

CONTRACTOR IS RESPONSIBLE FOR PREPARING AND SUBMITTING TRAFFIC CONTROL PLANS TO

NMDOT IN CONFORMANCE WITH THE NEW MEXICO MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES.

2. APPROVED COPIES OF "TRAFFIC CONTROL PLANS" AND LANE SIDEWALK CLOSURE PERMITS SHALL

BE AVAILABLE FOR INSPECTION AT THE JOB SITE AT ALL TIMES.

C-1.1

G E

N E

R A

L

N

O T

150.00'

.0

C H

C H

C H

C H

NM HIGHWAY 311

STRIP PVMT. WIDTH VARIES

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PROJECT NUMBER

D E

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N E

D

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F I

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D W

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C K

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F I N

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54321

CZQZ 13-1130

54321

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Reference Number

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108562

JAMES PATRICK ECKART

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F A

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DEMO EXIST. POLE (NO. 370)

AFTER UG CONNECTION TO

SWITCH (REF. ELECTRICAL

PLANS FOR FURTHER

DETAIL)

DEMO EXIST. POLE (NO. 222)

AFTER UG CONNECTION TO

SWITCH (REF. ELECTRICAL

PLANS FOR FURTHER

DETAIL)

EXIST. STORM CULVERT

EXIST. UNDERGROUND

COMM. UTILITY LINE

DEMO MAST AND REMOVE AERIAL

ELECTRICAL SERVICE AFTER UG

CONNECTION TO SWITCH (REF.

ELECTRICAL PLANS FOR FURTHER

DETAIL). EXIST. POLE (NO. 356) TO

REMAIN

DEMO MAST AND REMOVE AERIAL

ELECTRICAL SERVICE AFTER UG

CONNECTION TO SWITCH (REF.

ELECTRICAL PLANS FOR FURTHER DETAIL).

EXIST. POLE (NO. 355) TO REMAIN

EXIST. RAIL ROAD

EXIST. UNDERGROUND

COMM. UTILITY LINE

DEMO MAST AND REMOVE AERIAL

ELECTRICAL SERVICE AFTER UG

CONNECTION TO SWITCH (REF.

ELECTRICAL PLANS FOR FURTHER

DETAIL). EXIST. POLE (NO. 318) TO

REMAIN

MAINTAIN EXIST. EXCEL

ENERGY ELECTRIC

SERVICE ON THIS POLE

(REF. ELECTRICAL PLANS

FOR FURTHER DETAIL)

DEMO MAST AND REMOVE

AERIAL ELECTRICAL SERVICE

AFTER UG CONNECTION TO

SWITCH (REF. ELECTRICAL

PLANS FOR FURTHER

DETAIL). EXIST. POLE (NO.

371) TO REMAIN

C-2.1

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EXIST. OVERHEAD ELECTRIC

EXISTING UTILITY LEGEND:

EXIST. POWER POLE

EXIST. UG. FIBER OPTIC COMM. LINE

EXIST. UG. COMM. LINE

EXIST. LARGE DIAM. WATER MAIN

EXIST.GUY WIRE

EXIST. ROW LINE

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205.00 LF

NEW 2~5" HDPE SCH. 80 PVC CARRIER PIPE

(BY DIRECTIONAL BORE)

NEW 2~5" HDPE SCH. 80 PVC CIRCUIT CONDUITS

(BY DIRECTIONAL BORE)

NEW 2-5" CONC.

ENCASED SCH. 20 PVC

CIRCUIT CONDUITS

DIRECTIONAL BORE

DIRECTIONAL BORE

DIRECTIONAL BORE

104.00 LF

12.00 LF

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115.00 LF

36" COVER

(MIN)

NEW 2-5" CONC.

ENCASED SCH. 20 PVC

CIRCUIT CONDUITS

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C A

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54321

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Reference Number

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108562

JAMES PATRICK ECKART

P

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F

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0+00 1+00 2+00 3+00 4+00

M A

T C

H L I N

E

S

T A

S

E

205 LF NEW 2~5" HDPE SCH.

80 PVC CARRIER PIPE

(BY DIRECTIONAL BORE)

NOTE: MAINTAIN 5' MIN

SEPARATION BETWEEN 5"

HDPE PIPE PER BNSF

REQUIREMENT

RECEIVING PIT

CONNECT TO EXIST.

ELECTRIC METERING

CABINET

10' X 20' ENTRY PIT

104 LF NEW 2~5" HDPE SCH.

80 PVC CIRCUIT CONDUITS

(BY DIRECTIONAL BORE)

NEW 9'X12'

2-WAY MH

M A

T C

H L I N

E

S

T A

S

E

HOR: 1"=20'

VER: 1" = 2'

CONTRACTOR TO SUPPORT

EXIST. POWER POLE THROUGH

CONSTRUCTION OF NEW UGE

UTILITY

CONTRACTOR TO

FIELD VERIFY

LOCATION OF ALL

EXISTING UTILITIES

12 LF NEW 2~5" CONC.

ENCASED SCH. 20 PVC

CIRCUIT CONDUITS

(OPEN CUT

CONSTRUCTION)

NEW

SECTIONALIZING

CABINET

C-3.1

U T

I L

I T

Y

P

L A

N

A

O

F I L

E

BORING PITS SHALL BE NO

CLOSER THAN 30' TO THE

CENTERLINE OF THE RAIL

ROAD TRACKS PER UAP PART

3, C, 2.

10' X 20' ENTRY PIT

115 LF NEW 2~5" CONC.

ENCASED SCH. 20 PVC

CIRCUIT CONDUITS

(OPEN CUT

CONSTRUCTION)

CAUTION:

CONTRACTOR TO

PROTECT EX. FIBER

OPTIC COMM. LINE.

EXERCISE EXTREME

CAUTION!

CAUTION:

CONTRACTOR TO

PROTECT EX. FIBER

OPTIC COMM. LINE.

EXERCISE EXTREME

CAUTION!

EXIST. OVERHEAD ELECTRIC

EXISTING UTILITY LEGEND:

EXIST. POWER POLE

EXIST. UG. FIBER

EXIST. UG. COMM. LINE

EXIST.GUY WIRE

EXIST. ROW LINE

OPTIC COMM. LINE

EXIST. LARGE DIAM.

WATER MAIN

M

I

36" COVER

(MIN)

36" COVER

(MIN)

36" COVER

(MIN)

NEW 2-5" CONC.

ENCASED SCH. 20 PVC

CIRCUIT CONDUITS

N

W

C

O N

C

E N

C A

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C H

P

V C

C

IR

C U

IT

C

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S

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A

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I O

N A

L I Z

I N

G

C

A B

I N

E T

R I M

NEW 2~5" HDPE SCH. 80 PVC CURCUIT

CONDUIT (BY DIRECTIONAL BORE)

152.00 LF 227.00 LF

REF. ELECTRICAL PLANS

FOR CONNECTION

C H

C H

C H

NM HIGHWAY 311

STRIP PVMT. WIDTH VARIES

PROJECT NUMBER

W E

O

J E

M

B E

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D E

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N E

D

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Y

F I

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D A

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A S

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A W

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C

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W O

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B E

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D A

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D

C

B

A

54321

R E

P L

A C

E

P

R I M

A R

C

O N

D A

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C T

R I C

S

T R

I B

U T

I O

N

P

H A

CZQZ 13-1130

C A

N N

B

N

M

F A

F

54321

D

C

B

A

S H

E E

T

T

I T

L E

Reference Number

Sheet of

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

F A

F

W e s t E a s t

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G r a y s o n

S t r e e t

S u i

S a n

A n t o n i o

T e x a s w w w w e s t e a s t d e s i g n c o m

D e s i g n

G r o u p

L L C

J P

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J P

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T M

T E

X A

S

R

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I S

T E

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N G

I N

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R I N

G

F

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F

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. 1

W es t, Su ite

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0.

7.

W A

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E T

S

O C

I A

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S

P

L L C

4310 4310

F I N

A L

S

U B

M I T

T A

L

108562

JAMES PATRICK ECKART

P

R

O

F

E

S

S

O

A L

N

G

I

N

E

E

R

E

S

T

A

T

E

O F

T

E

X

A

S

N

L

I

C

E

N S

E

D

I

2/15/20

F

E B

R U

A R

Y

5+00 6+00 7+00 8+00 9+00

M A

T C

H L I N

E

S

T A

S

E

M A

T C

H L I N

E

S

T A

S

E

RECEIVING PIT

227 LF NEW 2~5" CONC.

ENCASED SCH. 20 PVC

CONDUITS (OPEN CUT

CONSTRUCTION)

CONNECT TO EXIST.

ELECTRICAL SWITCH

NEW

SECTIONALIZING

CABINET

HOR: 1"=20'

VER: 1" = 2'

152 LF NEW 2~5" HDPE SCH.

80 PVC CIRCUIT CONDUIT

(BY DIRECTIONAL BORE)

CONTRACTOR TO

FIELD VERIFY

LOCATION OF ALL

EXISTING UTILITIES

C-3.2

U T

I L

I T

Y

P

L A

N

A

O

F I L

E

EX. HIGH VOLTAGE

TRANSMISSION LINE

EX. HIGH VOLTAGE

TRANSMISSION LINE

EXIST. OVERHEAD ELECTRIC

EXISTING UTILITY LEGEND:

EXIST. POWER POLE

EXIST. UG. FIBER

EXIST. UG. COMM. LINE

EXIST.GUY WIRE

EXIST. ROW LINE

OPTIC COMM. LINE

EXIST. LARGE DIAM.

WATER MAIN

150.00'

.0

C H

C H

C H

C H

NM HIGHWAY 311

STRIP PVMT. WIDTH VARIES

G

H W

S T

R

M

T

W

I D

R

I E

S

G

H W

S T

R

M

T

W

I D

R

I E

S

PROJECT NUMBER

D E

S I G

N E

D

B

Y

F I

M

E

D A

T E

D W

N

B

Y

C K

D

B

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R E

L E

A S

D R

A W

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C

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F I N

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U B

M I T

T A

L

D A

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D

C

B

A

54321

CZQZ 13-1130

54321

D

C

B

A

S H

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T

T

I T

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Reference Number

Sheet of

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

W e s t E a s t

E

G r a y s o n

S t r e e t

S u i

S a n

A n t o n i o

T e x a s w w w w e s t e a s t d e s i g n c o m

D e s i g n

G r o u p

L L C

J P

E

J P

E

T M

108562

JAMES PATRICK ECKART

P

R

O

F

E

S

S

O

A L

N

G

I

N

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E

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F

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0.

7.

W A

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G

E T

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O C

I A

T E

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P

L L C

W E

O

J E

M

B E

R

W O

D

M

B E

R

F A

F

C O

N T

R A

R E

P L

A C

E

P

R I M

A R

C

O N

D A

E

C T

R I C

S

T R

I B

U T

I O

N

P

H A

A

N N

B

N

M

F A

F

F

E B

R U

A R

Y x

RFB

x

SWPPP LEGEND:

REINFORCED FILTER FABRIC

BARRIER

STABILIZED CONSTRUCTION EXIT

TYPE 1 (FIELD LOCATE)

CONCRETE TRUCK WASH-OUT

PIT (FIELD LOCATE)

I. ROUGH GRADING

GRADING CONSTRUCTION ENTRANCE/EXIT, SILT FENCE

PROTECTION, AND STONE OVERFLOW STRUCTURES SHALL BE

INSTALLED PRIOR TO THE INITIATION OF ROUGH GRADING, AS

NEEDED.

II. UTILITY INSTALLATION

ALL PRIOR EROSION CONTROL MEASURES INSTALLED ABOVE

TO BE MAINTAINED AS NECESSARY DURING UTILITY

INSTALLATION. INLET PROTECTION SHALL BE INSTALLED AS

STORM DRAINAGE SYSTEM IS CONSTRUCTED.

III. FINAL GRADING/SOIL

STABILIZATION/ ALL TEMPORARY EROSION CONTROL

MEASURES TO BE REMOVED AT THE CONCLUSION OF THE

PROJECT ONCE FINAL STABILIZATION HAS BEEN ACHIEVED.

EROSION CONTROL SCHEDULE

AND SEQUENCING

x FF x

FILTER FABRIC FENCE

APPROXIMATE AREA OF

DISTURBANCE (0.04 ACRES)

130.00'

CONSTRUCTION

ENTRANCE

234.00'

26.00'

245.00'

C-4.1

S T

O R

M W

A T

L

L U

T I O

N

P R

E V

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N

P

L A

N

130.00'

CONCRETE

WASHOUT

(CONTRACTOR TO

FIELD LOCATE)

CONCRETE

WASHOUT

(CONTRACTOR TO

FIELD LOCATE)

EXIST. OVERHEAD ELECTRIC

EXISTING UTILITY LEGEND:

EXIST. POWER POLE

EXIST. UG. FIBER OPTIC COMM. LINE

EXIST. UG. COMM. LINE

EXIST. LARGE DIAM. WATER MAIN

EXIST.GUY WIRE

EXIST. ROW LINE

NOTE:

1. CONTRACTOR SHALL COORDINATE WITH

CANNON AFB FOR EQUIPMENT STORAGE

LOCATION PRIOR TO WORK

2. CONTRACTOR TO REMOVE EXISTING TREES AS

NECESSARY. COORDINATE WITH CANNON AFB

PRIOR TO WORK

E

S I G

N E

D

B

Y

F I

M

E

D A

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D W

N

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C K

D

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A S

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A W

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C

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F I N

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S

U B

M I T

T A

L

D A

T E

D

C

B

A

54321

CZQZ 13-1130

54321

D

C

B

A

S H

E E

T

T

I T

L E

Reference Number

Sheet of

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

W e s t E a s t

E

G r a y s o n

S t r e e t

S u i

S a n

A n t o n i o

T e x a s w w w w e s t e a s t d e s i g n c o m

D e s i g n

G r o u p

L L C

J P

E

J P

E

T M

108562

JAMES PATRICK ECKART

P

R

O

F

E

S

S

O

A L

N

G

I

N

E

E

R

E

S

T

A

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O F

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2/15/20

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F

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F

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W es t, Su ite

Sa n A nt on io , T ex as

0.

7.

W A

R D

G

E T

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O C

I A

T E

S

P

L L C

W E

O

J E

M

B E

R

W O

D

M

B E

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F A

F

C O

N T

R A

R E

P L

A C

E

P

R I M

A R

C

O N

D A

E

C T

R I C

S

T R

I B

U T

I O

N

P

H A

A

N N

B

N

M

F A

F

F

E B

R U

A R

Y

ALONG THE LINE OF POSTS.

DEPTH. EXCAVATE 6" x 6" TRENCH UPSLOPE

2.

COMPACT THE EXCAVATED SOIL.

EXTEND IT INTO THE TRENCH. BACKFILL AND

3. ATTACH FILTER MATERIAL TO WIRE FENCE AND

1. SET POSTS AT REQUIRED SPACING AND

SECURE MESH FENCING TO POSTS

INTO TRENCH.

EXTENSION OF FABRIC

FLOW

OF FABRIC INTO TRENCH

ALTERNATE V-TRENCH EXTENSION

F

L

O

W

F

L

O

W

FLOW

F

L

O

W

GENERAL NOTES:

1.

2.

3.

4.

SECURELY FASTEN MESH FENCING TO POSTS WITH STAPLES OR TIE WIRES.

SECURELY FASTEN FILTER FABRIC TO MESH FENCING.

WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER, OVERLAP 6

INCHES AT A POST, FOLD TOGETHER, AND ATTACH TO A POST.

REMOVE SEDIMENT DEPOSITS WHEN SILT REACHES ONE-THIRD OF THE

HEIGHT OF THE FENCE IN DEPTH.

PROFILE

RUN-OFF FROM LEAVING SITE

GRADED TO PREVENT

PLAN VIEW

RIGHT-OF-WAY

PUBLIC

GROUND

EXISTING

GENERAL NOTES:

1. CONSTRUCT AND MAINTAIN CONSTRUCTION EXIT WITH CONSTANT WIDTH

ACROSS ITS LENGTH, INCLUDING ALL POINTS OF INGRESS OR EGRESS.

2. UNLESS SHOWN ON THE CONSTRUCTION DRAWINGS, STABILIZATION FOR

OTHER AREAS WILL HAVE THE SAME AGGREGATE THICKNESS AND

WIDTH REQUIREMENTS AS THE STABILIZED CONSTRUCTION EXIT.

3. WHEN SHOWN ON THE CONSTRUCTION DRAWINGS, WIDEN OR LENGTHEN

STABILIZED AREA TO ACCOMMODATE A TRUCK WASHING AREA.

PROVIDE OUTLET SEDIMENT TRAP FOR THE TRUCK WASHING AREA.

4. PROVIDE PERIODIC TOP DRESSING WITH ADDITIONAL COARSE

AGGREGATE TO MAINTAIN THE REQUIRED DEPTH OR WHEN SURFACE

BECOMES PACKED WITH MUD.

5. PERIODICALLY TURN AGGREGATE TO EXPOSE A CLEAN DRIVING

SURFACE.

ALTERNATIVE METHODS OF CONSTRUCTION INCLUDE

-CEMENT STABILIZED SOIL: COMPACTED CEMENT STABILIZED SOIL,

LIMESTONE AGGREGATE, OR OTHER FILL MATERIAL IN AN APPLICATION

OF THICKNESS OF 8 INCHES.

-WOOD MATS: OAK OR OTHER HARDWOOD TIMBERS PLACED EDGE TO

EDGE AND ACROSS SUPPORT WOODEN BEAMS WHICH ARE PLACED ON

TOP OF EXISTING SOIL IN AN APPLICATION THICKNESS OF 6 INCHES.

-STEEL MATS: PERFORATED MATS PLACED ACROSS PERPENDICULAR

SUPPORT MEMBERS.

6. CONTRACTOR TO RESTORE TO EXISTING CONDITIONS AFTER

CONSTRUCTION IS COMPLETE.

N.T.S.

SECTION A-A

A A

PLAN VIEW

N.T.S.

POST A SIGN READING

"CONCRETE

WASH OUT PIT" NEXT TO THE PIT.

VERBALLY INSTRUCT THE

CONCRETE TRUCK DRIVERS

WHERE THE PIT IS AND TO WASH

OUT THEIR TRUCKS IN THE PIT

AND NO WHERE ELSE.

UPON THE CONCRETE SETTING

UP (CURING, DRYING OUT), THE

CONCRETE WASTE SHALL BE

REMOVED FROM THE PROJECT

SITE AND DISPOSED OF

PROPERLY BY THE

CONTRACTOR. AFTER REMOVAL

OF THE CONCRETE WASTE, THE

WASH OUT PIT SHALL BE FILLED

WITH CLEAN FILL MATERIAL AND

COMPACTED TO IN-SITU

CONDITIONS, OR AS DIRECTED

BY THE PROJECT

SPECIFICATIONS.

CONCRETE WASH OUT PITS

SHALL NOT BE LOCATED

DIRECTLY ADJACENT TO, NOR AT

ANY TIME DRAIN INTO THE

STORM SEWER SYSTEM OR ANY

OTHER SWALE, DITCH, OR

WATERWAY.

CONSTRUCT ENTRY ROAD AND

BOTTOM OF WASHOUT AREA TO

SUPPORT EXPECTED LOADINGS

FROM TRUCKS EQUIPMENT.

1.

2.

3.

4.

5.

GENERAL NOTES:

CONCRETE TRUCK WASH OUT

AREA

STABILIZED CONSTRUCTION ACCESS

POSTED SIGN

1' BERM

V A

R I E

S

VARIES

VARIES

V A

R I E

S

2"X2" WOODEN

POST OR

EQUIVALENT

6"

M

A

X

M

I N

M

A X

GALVANIZED WELDED WIRE MESH OR

EQUIVALENT TO SUPPORT FILTER FABRIC

6"

EXISTING GROUND

VAIRIES.

PUBLIC RIGHT

OF WAY

8" MIN.

PERMEABLE, SEPARATION GEOTEXTILE

FABRIC FOR FULL WIDTH AND LENGTH OF EXIT

PROVIDE APPROPRIATE TRANSITION

BETWEEN STABILIZED CONSTRUCTION

ENTRANCE AND PUBLIC RIGHT-OF-WAY

VARIES

COARSE AGGREGATE - 3" TO

5" GRANULAR FILL (BROKEN

CONCRETE IS NOT PERMITTED)

M

I N

M

A X

M I N

WIRE

POST

FILTER FABRIC

COMPACTED

FILL

6"

MIN.

POST

WIRE

M I N

FILTER FABRIC

COMPACTED

FILL

REINFORCED FILTER FABRIC

BARRIER

x RFB x

SYMBOL

FILTER FABRIC FENCE

SYMBOL

x FF x

C-4.2

S T

O R

M W

A T

L

L U

T I O

N

P R

E V

E N

T I O

N

P

L A

N

D

E T

A I L

S

6"

MIN

(AS REQUIRED - 12 FT. MIN)

E

S I G

N E

D

B

Y

F I

M

E

D A

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N

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Y

C K

D

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D A

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C

B

A

54321

CZQZ 13-1130

54321

D

C

B

A

S H

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T

T

I T

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Reference Number

Sheet of

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

W e s t E a s t

E

G r a y s o n

S t r e e t

S u i

S a n

A n t o n i o

T e x a s w w w w e s t e a s t d e s i g n c o m

D e s i g n

G r o u p

L L C

J P

E

J P

E

T M

108562

JAMES PATRICK ECKART

P

R

O

F

E

S

S

O

A L

N

G

I

N

E

E

R

E

S

T

A

T

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O F

T

E

X

A

S

N

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2/15/20

T E

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R I N

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F

I R

M

F

I .H

. 1

W es t, Su ite

Sa n A nt on io , T ex as

0.

7.

W A

R D

G

E T

S

O C

I A

T E

S

P

L L C

W E

O

J E

M

B E

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W O

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B E

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F A

F

C O

N T

R A

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P L

A C

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P

R I M

A R

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D A

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C T

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S

T R

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U T

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N

P

H A

A

N N

B

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M

F A

F

F

E B

R U

A R

Y

C-5.1

H O

R I Z

O N

T A

L

D

I R

E C

T I O

N A

L

D R

I L

L I N

G

D

E T

A

TOP, UON.

WIRING DEVICES

MOUNTED). NEMA 5-20R, UON.

FLOOR BOX.

AS INDICATED, INSTALL 96" AFF UON.

INSTALL 18" AFF UON.

GROUND CONDUCTOR. SIZE AS INDICATED.

GROUNDING

SUSPENDED CEILING.

FLUSH FLOOR BOX.

CONDUIT AND WIRE

SWITCH LEG.

CONDUIT TURNED UP.

CONDUIT TURNED DOWN.

CAPPED CONDUIT.

GROUND CONNECTION.

EMPTY CONDUIT WITH PULLING LINE, SIZE AS INDICATED.

1/2"C. U.O.N. ON DRAWINGS OR SPECIFICATIONS.

CIRCUITS SHALL BE MINIMUM 2#12 AWG AND #12 AWG GROUND,

HOMERUN TO PANEL AND CIRCUIT DESIGNATION. SINGLE -BRANCH

3/4" DIAMETER BY 10'-0" LONG COPPER CLAD GROUND ROD.

GROUND BUS AS NOTED ON DRAWINGS AND SPECIFICATIONS

ISOLATED GROUND DUPLEX RECEPTACLE, INSTALL 18" AFF UON.

TRANSIENT VOLTAGE SURGE SUPPRESSION DUPLEX RECEPTACLE,

DUPLEX RECEPTACLE WITH INTERNAL GROUND FAULT PROTECTION,

DUPLEX RECEPTACLE, 18" AFF UON. ('C' INDICATES CEILING

INSTALL 18" AFF UON. ('WP' INDICATES WEATHERPROOF).

CONDUIT RUN IN OR BELOW SLAB OR GROUND.

CONDUIT RUN CONCEALED IN CEILING, WALL, FLOOR, OR ABOVE

COMBINATION RECEPTACLE AND TELE/DATA OUTLET INSTALLED IN

CLOCK HANGER RECEPTACLE, INSTALL 84" AFF UON.

DUPLEX RECEPTACLE HORIZONTALLY MOUNTED 6" ABOVE COUNTER

RECEPTACLE AS DESCRIBED ABOVE, INSTALLED IN A FLUSH

SPECIAL PURPOSE RECEPTACLE, SIZE AND NEMA CONFIGURATION

SIMPLEX RECEPTACLE, INSTALL 96" AFF UON. 'CLK' INDICATES

QUADRUPLEX RECEPTACLE AS DESCRIBED ABOVE, 18" AFF UON.

LA-1

ABBREVIATIONS

COMBINATION DISCONNECT AND MAGNETIC STARTER. SIZE 1,

CONTROLLER PROVIDED WITH EQUIPMENT (HVAC, ELEVATOR, ETC.)

ENCLOSED CIRCUIT BREAKER, RATING AND NO OF POLES

MANUAL MOTOR STARTER WITH THERMAL OVERLOAD(S) UON, SIZED

NOTED. 30A = SWITCH RATING, 3P = NO OF POLES, NEMA 1 =

FUSED DISCONNECT SWITCH. 30A/3P NEMA 1 UON. FUSE SIZE AS

MAGNETIC MOTOR STARTER. SIZE 1, NEMA 1 UON.

SWITCH RATING, 3P = NO OF POLES, NEMA 1 = ENCLOSURE STYLE.

NON-FUSED DISCONNECT SWITCH. 30A/3P NEMA 1 UON. 30A =

PHOTO-ELECTRIC SWITCH. INSTALL WITH SENSOR ELEMENT FACING

CURRENT TRANSFORMER, RATING AND NO AS INDICATED.

DRAW-OUT POWER CIRCUIT BREAKER, RATING AND NO. OF POLES,

THERMAL AND/OR MAGNETIC CIRCUIT BREAKER, RATING AND NO OF

TRANSIENT VOLTAGE SURGE SUPPRESSOR SYSTEM.

EQUIPMENT CONNECTION. COORDINATE WITH MANUFACTURERS'

CONTRACTOR, RATING AND NO OF POLES AS INDICATED.

DIGITAL SOLID STATE MULTI-FUNCTION METER.

SELECTOR SWITCH.

REPRESENTATIVE.

UTILITY COMPANY REVENUE METER UON.

PULL BOX, SIZE PER NEC, UON.

PUSHBUTTON, TYPE AS SPECIFIED ON DRAWING.

TRANSFORMER, RATING AS INDICATED.

MOTORIZED DAMPER.

POLES AS INDICATED.

FUSE, RATING AS INDICATED.

NORTH, FLUSH MOUNTED WHERE POSSIBLE, UON.

SURGE ARRESTER, RATING AS INDICATED.

AS INDICATED.

JUNCTION BOX.

TIME CLOCK.

MOTOR.

(NOTE: ALL SYMBOLS SHOWN ARE NOT NECESSARILY USED ON DRAWINGS)

LEGEND

ENCLOSURE STYLE.

INSTALLED BY DIVISION 16.

PER ACTUAL NAMEPLATE RATING.

ELECTRICAL PANELBOARD (208Y/120 VOLT).

ELECTRICAL PANELBOARD (480Y/277 VOLT).

DISTRIBUTION & CONTROLS

AS INDICATED.

NEMA 1 UON.

MOUNTING HEIGHTMTG HT

VFD/VSD VARIABLE FREQUENCY/SPEED DRIVE

W/O

XFER SW

XMTR

XFMR

Z

%Z

WP

X

W W/ W

PERCENT IMPEDANCE

WEATHERPROOF

TRANSFORMER

TRANSFER SWITCH

TRANSMITTER

WITH

WIRE

WITHOUT

NATIONAL FIRE PROTECTION ASSOCIATION

NATIONAL ELECTRICAL CONTRACTORS

NATIONAL ELECTRICAL MANUFACTURERS

OVER CURRENT PROTECTIVE DEVICE

OWNER FURNISHED, OWNER INSTALLED

REFERENCED BRANCH CIRCUIT HAS MORE

SPLIT BRANCH CIRCUIT INDICATES

RECEPTACLER RCPT

REP

RLA

RTU

REQ'D

TYP

V

VA

V

TV

T

S

TEL

SC

VOLT AMPERE

VOLT

TELEVISION

TYPICAL

ROOF TOP UNIT

REPRESENTATIVE

RUNNING LOAD AMPERES

TELEPHONE

REQUIRED

NFPA

NECA

NEC

NEMA

NTS

OFOI

OCPD

PNL

NIC

P PH

O

NO

NL

N

MV

NC

NOT IN CONTRACT

NOT TO SCALE

NUMBER OR NORMALLY OPEN

PANELBOARD

PHASE

NIGHT LIGHT

MERCURY VAPOR

NATIONAL ELECTRICAL CODE

NORMALLY CLOSED

ASSOCIATION

ASSOCIATION

GROUND FAULT CIRCUIT INTERRUPTER

INTERRUPTIBLE POWER SUPPLY

GROUNDING ELECTRODE CONDUCTOR

L.T./S.T./I.T./GROUND FAULT TRIP SETTINGS

INCLUDED WITH CIRCUIT BREAKER.

TRIP SETTINGS INCLUDED WITH CIRCUIT

LONG TIME/SHORT TIME/INSTANTANEOUS

MAXIMUM OVERCURRENT PROTECTION

THOUSAND AMP INTERRUPTING K KAIC

KVA

MCM/KCMIL

MCA

LRA

LSIG

MCB

MOCP

MFR

MCC

MTD

MLO

MH

M

L

LSI

KW

MINIMUM CIRCUIT AMPERES

MAIN CIRCUIT BREAKER

MANHOLE

MANUFACTURER

MAIN LUGS ONLY

MOTOR CONTROL CENTER

MOUNTED

THOUSAND VOLT AMPERE

THOUSAND CIRCULAR MILS

CAPACITY RMS SYMMETRICAL

LOCKED ROTOR AMPS

BREAKER

KILOWATT

EWH

EQUIP

FCU

FACP

IEEE

GFI/GFCI

GEN

HPS

GND

GEC

IMC

IPS

INC

H

I

HID

IDS

FLA

G

F

GROUND

INSTITUTE OF ELECTRICAL AND

HIGH PRESSURE SODIUM

HIGH INTENSITY DISCHARGE

INTRUSION DETECTION SYSTEM

INCANDESCENT

INTERMEDIATE METAL CONDUIT

ELECTRONICS ENGINEERS

FAN COIL UNIT

FIRE ALARM CONTROL PANEL

ELECTRIC WATER HEATER

FULL LOAD AMPS

GENERATOR OR GENERAL

EQUIPMENT

AMERICAN NATIONAL STANDARDS

AMPERE INTERRUPTING CAPACITY

CONDENSING UNIT OR COPPER

BASE OF RAILB BBR

CLK

CCTV

CLG

CKT

DISC SW

EDF

CT'S

EMT

ELEC

EWC

EGC

E

D

CU

EA

EC

C

CF

CB

C

EMPTY CONDUIT

DISCONNECT SWITCH

ELECTRIC DRINKING FOUNTAIN

EQUIPMENT GROUNDING CONDUCTOR

ELECTRICAL METALLIC TUBING

ELECTRIC WATER COOLER

ELECTRICAL

EACH

COMPACT FLUORESCENT

CLOSED CIRCUIT TELEVISION

CIRCUIT BREAKER

CURRENT TRANSFORMERS

CIRCUIT

CEILING

CLOCK

CONDUIT

AFF

AWG

ANSI

AFG

AHU

AIC

A A

AF

ABOVE FINISHED FLOOR

AMP FRAME/AMP FUSE

AMERICAN WIRE GAUGE

AIR HANDLING UNIT

ABOVE FINISHED GRADE

INSTITUTE

AMPERE

OFCI OWNER FURNISHED, CONTRACTOR INSTALLED

EXISTING RECEPTACLE.

MCCB MOLDED CASE CIRCUIT BREAKER

GENERAL ELECTRICAL NOTES

1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH CODES ADOPTED BY THE AUTHORITY HAVING JURISDICTION (AHJ)

AND THE REQUIREMENTS STATED IN THE APPLICABLE SECTIONS OF THE NATIONAL FIRE CODES (NFPA STANDARDS) CURRENT AT THE TIME OF PERMITTING. AMENDMENTS TO THESE CODES AS SET FORTH BY THE AUTHORITY HAVING JURISDICTION SHALL

SUPERSEDE THESE CODES AND NFPA STANDARDS AS ISSUED.

2. INTERRELATION BETWEEN THE DRAWINGS AND THE SPECIFICATIONS: IN GENERAL, THE DRAWINGS INDICATE LOCATIONS, QUANTITIES AND CAPACITIES AND THE SPECIFICATIONS INDICATE QUALITY, OPTIONS, WARRANTIES AND COMPLIANCE STANDARDS. IN THE EVENT THERE IS A CONFLICT BETWEEN THE SPECIFICATIONS AND THE DRAWINGS, THE SPECIFICATIONS WILL TAKE PRIORITY OVER THE DRAWINGS. IN ALL CASES, THE ENGINEER OF RECORD SHALL BE THE INTERPRETER OF THE

DOCUMENTS.

3. INTERRELATION BETWEEN THE DRAWINGS: IN THE EVENT OF A CONFLICT BETWEEN A DETAIL AND A FLOOR PLAN, THE LARGER SIZE, QUANTITY, LENGTH OR OPTIONS SHALL BE REQUIRED. IN THE EVENT OF A CONFLICT BETWEEN WHAT IS SHOWN ON THE FLOOR PLAN AND A KEYED NOTE, THE KEYED NOTE SHALL GOVERN. IN ALL CASES, THE ENGINEER OF RECORD SHALL BE THE

INTERPRETER OF THE DOCUMENTS.

4. PRIOR TO BIDDING, THE DIVISION 26 INSTALLER SHALL VISIT THE JOB SITE TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND TO VERIFY LOCATIONS AND SIZES OF EXISTING EQUIPMENT, CONDUCTORS, ETC. SUBMITTAL OF A BID SHALL SIGNIFY WILLINGNESS TO COMPLY WITH THE CONSTRUCTION DOCUMENTS AND ACCEPTANCE OF ON-SITE CONDITIONS AS THEY EXIST.

5. THE EXISTENCE AND LOCATION OF UTILITIES, MECHANICAL SYSTEMS, ELECTRICAL SYSTEMS AND OTHER CONSTRUCTION INDICATED AS EXISTING ARE NOT GUARANTEED. BEFORE BEGINNING WORK, INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF MECHANICAL AND ELECTRICAL SYSTEMS AND OTHER CONSTRUCTION AFFECTING THE WORK.

6. COOPERATE FULLY WITH SEPARATE CONTRACTORS SO WORK ON THOSE CONTRACTS MAY BE CARRIED OUT SMOOTHLY, WITHOUT INTERFERING WITH OR DELAYING WORK UNDER THIS CONTRACT. COORDINATE THE WORK OF THIS CONTRACT WITH

WORK PERFORMED UNDER SEPARATE CONTRACTS.

7. DO NOT INTERRUPT UTILITIES SERVING FACILITIES OCCUPIED BY GOVERNMENT OR OTHERS UNLESS PERMITTED BY THE GOVERNMENT. THE CONTRACTOR SHALL PROVIDE THE GOVERNMENT WITH A MINIMUM 21 DAYS NOTIFICATION, UON

8. THE DRAWINGS ARE DIAGRAMMATIC ONLY AND SHALL NOT BE SCALED. NOT ALL NEC REQUIRED ITEMS SUCH AS RACEWAYS, CONDUCTORS, GROUNDING SYSTEMS, ETC. CAN BE SHOWN. FURNISH AND INSTALL RACEWAYS, CONDUCTORS, ETC. AS

REQUIRED FOR A COMPLETE AND FUNCTIONAL, NEC COMPLIANT SYSTEM.

9. THE INSTALLER IS RESPONSIBLE FOR COORDINATING WITH OTHER TRADES. THE INSTALLER SHALL NOT INSTALL OR FABRICATE ANY WORK SHOWN UNTIL ALL SUCH WORK IS FULLY COORDINATED. FURNISH AND INSTALL ADDITIONAL RACEWAYS, CONDUCTORS, ETC. AS REQUIRED TO COORDINATE THE INSTALLATION WITH OTHER TRADES AS PART OF THE WORK.

10. TAKE FIELD MEASUREMENTS AS REQUIRED TO FIT THE WORK PROPERLY. RECHECK MEASUREMENTS BEFORE INSTALLING EACH PRODUCT. WHERE PORTIONS OF THE WORK ARE INDICATED TO FIT TO OTHER CONSTRUCTION, VERIFY DIMENSIONS OF OTHER CONSTRUCTION BY FIELD MEASUREMENTS BEFORE FABRICATION. COORDINATE FABRICATION SCHEDULE WITH CONSTRUCTION PROGRESS TO AVOID DELAYING THE WORK. FURNISH AND INSTALL ADDITIONAL RACEWAYS, CONDUCTORS, ETC. AS REQUIRED TO ACCOMMODATE FIELD CONDITIONS AS PART OF THE WORK.

11. THE WORK SHALL BE SUPERVISED BY A MASTER ELECTRICIAN TO ASSURE THAT ALL WORK IS INSTALLED IN ACCORDANCE WITH

APPLICABLE CODES AND THE CONSTRUCTION DOCUMENTS.

12. A CIRCUIT SHALL BE DEFINED TO INCLUDE ALL OF THE FOLLOWING: CONDUIT, CONDUCTORS, BOXES, WIRING DEVICES, COVERPLATES, WIREWAYS, ETC.

13. MULTIWIRE BRANCH CIRCUITS AS DEFINED BY THE NATIONAL ELECTRICAL CODE SHALL NOT BE USED. A DEDICATED NEUTRAL

CONDUCTOR SHALL BE RUN FOR EACH BRANCH CIRCUIT, UON.

14. PROVIDE CABLE PULLING TENSION CALCULATIONS BASED ON THE AS-BUILT CONDUIT SYSTEM STAMPED BY A PROFESSIONAL

ENGINEER IN ACCORDANCE WITH THE UFC REQUIREMENTS.

OHE OVERHEAD ELECTRICAL

OEP OVERHEAD ELECTRICAL PRIMARY

OES OVERHEAD ELECTRICAL SECONDARY

UNINTERRUPTIBLE POWER SUPPLYUPS

UON

UH

UNLESS OTHERWISE NOTED

UNIT HEATER

UGE UNDERGROUND ELECTRICAL

UES UNDERGROUND ELECTRICAL SECONDARY

UEP UNDERGROUND ELECTRICAL PRIMARY

RE REFER TO/REFERENCE

EXISTING DUPLEX RECEPTACLE

EXT EXISTING

EF EXHAUST FAN

OVERHEAD ELECTRICAL PRIMARY

OVERHEAD ELECTRICAL SECONDARY

UNDERGROUND ELECTRICAL PRIMARY

UNDERGROUND ELECTRICAL

UNDERGROUND ELECTRICAL SECONDARY

OVERHEAD ELECTRICAL

EQUIPMENT, PANELS, ECT.

CONDUIT, CIRCUITRY, APPURTENANCES, ETC. TO BE REMOVED

TO BE REMOVED

MISC. SYMBOLS

VFI VACUUM FAULT INTERRUPTER SWITCHGEAR

JUNCTION BOXJ JB

BNG BELOW NATURAL GRADE

BELOW FINISHED GRADEBFG

U UFC UNIFIED FACILITIES CRITERIA

OVERHEAD COMMUNICATION LINE COMM

This document was produced for the sole use on this specific project.

The original file of this document is held in the offices of Barker &

Associates, Inc. Any changes, modifications, alterations, or use of this document for any other purpose without the express written consent and approval of Barker & Associates, Inc. shall void any liability by Barker & Associates, Inc., its employees, sub-consultants, or agents.

Barker & Associates, Inc.

S e r v i c e + I n t e g r i t y + Q u a l i t y

Design Services & Consulting Engineers TX Firm Registration No. F-9213

1924 N. Main Ave., Suite 201 San Antonio, Texas 78212 Phone: (210) 826-9191

Email: barkerassociates@barker-sa.com www.barkerassociatesinc.com

PROJECT NUMBER

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AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text

CLK

AutoCAD SHX Text

CLG

AutoCAD SHX Text

GFI

AutoCAD SHX Text

WP

AutoCAD SHX Text

SS

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IG

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MFM

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AutoCAD SHX Text E

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PB

AutoCAD SHX Text

PE

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OR

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AutoCAD SHX Text

MD

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AutoCAD SHX Text

OR

AutoCAD SHX Text B

AutoCAD SHX Text

OR

AutoCAD SHX Text

OR

AutoCAD SHX Text

OR

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OR

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AutoCAD SHX Text

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EX

U N

SU

R

FA

C

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R

O

AD

POLE #318 TO REMAIN 9

POLE #356 TO REMAIN 2 POLE #355 TO

REMAIN 9

EXCEL ENERGY AERIAL

ELECTRICAL SERVICE

TO REMAIN

EXCEL ENERGY AERIAL

ELECTRICAL SERVICE

TO REMAIN

METERING TRANSFORMER

CABINET TO REMAIN

ELECTRICAL VFI

SWITCH "SW-2363"

TO REMAIN

RA

IL

RO

A

D T

RA

C

KS

RA

IL

RO

A D

T

RA

C

KS

REMOVE THE AERIAL PRIMARY

CONDUCTORS 3

VFI

REMOVE THE AERIAL PRIMARY

CONDUCTORS

TELECOM PEDESTAL

TO REMAIN

US

H

IG

HW

A Y

-8

MBOLLARDS TO

REMAIN

COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM

OVERHEAD COMMUNICATIONS

LINE TO REMAIN

OVERHEAD COMMUNICATIONS

LINE TO REMAIN

OVERHEAD COMMUNICATIONS

LINE TO REMAIN

COMM

BLO

C

K FEN

C

E

POLE #371 TO REMAIN 4 REMOVE POLE #370 1

REMOVE POLE #222 1

ELECTRICAL VFI SWITCH

"SW-2005" TO REMAIN

SECTIONALIZING

CABINET TO REMAIN

UNDERGROUND

ELECTRICAL PRIMARY

TO REMAIN

UNDERGROUND

ELECTRICAL PRIMARY

TO REMAIN

NM HIGHWAY 311

US

H

IG

HW

A Y

-8

REMOVE THE AERIAL

PRIMARY CONDUCTORS 3

REMOVE THE AERIAL

PRIMARY CONDUCTORS 3

JB

VFI

UNDERGROUND

ELECTRICAL PRIMARY

TO REMAIN

BLOCK WALL

TELECOM PEDESTAL

TO REMAIN

REMOVE THE AERIAL PRIMARY

CONDUCTORS

3 8

9 4

COMM COMM COMM COMM COMM COMM

OVERHEAD COMMUNICATIONS

LINE TO REMAIN

REMOVE THE EXISTING POWER POLE, GUY-WIRES, CROSS BARS,

FEEDER CIRCUIT CONDUCTORS, RISER AND ALL OTHER

APPURTENANCES. THE POLE SHALL REMAIN ACTIVE AND IN PLACE

UNTIL THE NEW UNDERGROUND DUCTBANK IS INSTALLED.

REMOVE THE EXISTING MAST/CROSS BAR AND AERIAL ELECTRICAL

SERVICE CONDUCTORS. THE POLE AND GUY-WIRE(S) SHALL

REMAIN AND CONTINUE TO SERVE THE EXISTING EXCEL ENERGY

ELECTRICAL SERVICE ON THIS POLE. THE MAST AND CONDUCTORS

SHALL REMAIN ACTIVE AND IN PLACE UNTIL THE NEW

UNDERGROUND DUCTBANK IS INSTALLED.

REMOVE THE EXISTING AERIAL PRIMARY ELECTRICAL

CONDUCTORS. THE CONDUCTORS SHALL REMAIN ACTIVE AND IN

PLACE UNTIL THE NEW UNDERGROUND DUCTBANK IS INSTALLED

(REFERNCE THE PHASING NOTE BELOW). THE OVERHEAD

COMMUNICATIONS LINE SHALL REMAIN.

COORDINATE THE REMOVAL OF ALL APPURTENANCES WITH EXCEL

ENERGY. AN EXCEL ENERGY REPRESENTATIVE SHALL BE ON SITE

DURING THE REMOVAL OF APPURTENANCES DUE TO THIS POLE

FALLING INSIDE THE EXCEL DISTRIBUTION TRANSMISSION LINE'S

RIGHT OF WAY. RIGHT OF WAY FROM TRANSMISSION LINE IS

WITHIN 20FT FROM THE LINE.

REMOVE THE ABANDONED 25KVA POLE MOUNTED TRANSFORMER

TO ACCOMMODATE THE POLE REMOVAL. REMOVE THE

SECONDARY CIRCUIT BACK TO THE SERVICE PANEL OR

DISCONNECT SWITCH.

REMOVE THE UNDERGROUND CONDUCTORS FROM THE POLE TO

THE METERING TRANSFORMER CABINET OR VFI SWITCH. THE

EXISTING CONDUIT STUB-UPS SHALL REMAIN TO SERVE THE NEW

CONDUCTORS. COORDINATE THE DISCONNECTION OF THE

CONDUCTORS AT THE METERING CABINET OR VFI SWITCH WITH

THE CANNON AFB CONTRACTING OFFICER'S REPRESENTATIVE.

COORDINATE THE REMOVAL OF THE CIRCUIT OVER THE RAILROAD

TRACKS WITH A BURLINGTON NORTHERN SANTA FE (BNSF) SIGNAL

REPRESENTATIVE PRIOR TO REMOVAL.

COORDINATE THE REMOVAL OF THE CIRCUIT OVER THE HIGHWAY

WITH THE NEW MEXICO DEPARTMENT OF PUBLIC SAFETY AND

TRANSPORTATION REPRESENTATIVE PRIOR TO REMOVAL.

REMOVE THE EXISTING MAST/CROSS BAR AND AERIAL ELECTRICAL

SERVICE CONDUCTORS. THE POLE AND GUY-WIRE(S) SHALL

REMAIN AND CONTINUE TO SERVE THE EXISTING

COMMUNICATION LINES ON THIS POLE. CUT AND REMOVE THE

TOP OF POLES TO REMOVE EXCESS. THE MAST/CROSS BAR AND

CONDUCTORS SHALL REMAIN ACTIVE AND IN PLACE UNTIL THE

NEW UNDERGROUND DUCTBANK IS INSTALLED.

KEYED NOTES:

GENERAL NOTES:

1. REFER TO SHEET E-0.1 FOR LEGEND, ABBREVIATIONS AND

FURTHER GENERAL NOTES.

This document was produced for the sole use on this specific project.

The original file of this document is held in the offices of Barker &

Associates, Inc. Any changes, modifications, alterations, or use of this document for any other purpose without the express written consent and approval of Barker & Associates, Inc. shall void any liability by Barker & Associates, Inc., its employees, sub-consultants, or agents.

Barker & Associates, Inc.

S e r v i c e + I n t e g r i t y + Q u a l i t y

Design Services & Consulting Engineers TX Firm Registration No. F-9213

1924 N. Main Ave., Suite 201 San Antonio, Texas 78212 Phone: (210) 826-9191

Email: barkerassociates@barker-sa.com www.barkerassociatesinc.com

PROJECT NUMBER

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SITE PLAN - DEMOLITION - ELECTRICAL

PHASING:

THE NEW UNDERGROUND CIRCUIT SHALL BE INSTALLED

FROM THE TERMINATION POINTS AT THE METERING

CABINET TO "SW-2005" PRIOR TO THE DEMOLITION OF THE

OVERHEAD CIRCUIT TO MINIMIZE THE POWER OUTAGE.

REFERENCE SHEET E-1.1 FOR ADDITIONAL REQUIREMENTS.

COORDINATE THE NEW TERMINATIONS AND THE POWER

OUTAGES WITH THE GOVERNMENT WITH 21 DAYS

MINIMUM PRIOR NOTICE.

9 11

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SCALE:

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TRUE NORTH

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PLAN NORTH

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100'

U N

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EXISTING POLE #356

(REF. SHEET ED1.1)

EXISTING EXCEL

ENERGY AERIAL

ELECTRICAL SERVICE

EXISTING EXCEL

ENERGY AERIAL

ELECTRICAL SERVICE

EXISTING METERING

TRANSFORMER

CABINET

EXISTING ELECTRICAL

VFI SWITCH "SW-2363"

RA

IL

RO

A

D T

RA

C

KS

RA

IL

RO

A D

T

RA

C

KS

MH

NEW MANHOLE 4

HORIZONTAL DIRECTIONAL BORE

UNDER RAILROAD TRACKS

VFI

US

H

IG

HW

A Y

-8

BORING PITS

(REFERENCE CIVIL)

M

HORIZONTAL DIRECTIONAL BORE

UNDER THE 60/84 HIGHWAY

NEW SECTIONALIZING

CABINET. DOORS TO

OPEN SOUTH WEST 1

JB

BORING PITS

(REFERENCE CIVIL)

EXISTING POLE #355

(REF. SHEET ED1.1)

EXISTING

BOLLARDS

HORIZONTAL

DIRECTIONAL BORE 3

PROPOSED ROUTING OF NEW

UNDERGROUND ELECTRICAL PRIMARY 2

BORING PITS

(REFERENCE CIVIL)

EXISTING POLE #318

(REF. SHEET ED1.1)

UE

P

COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMMCOMM COMM

EXISTING OVERHEAD

COMMUNICATIONS LINE

EXISTING OVERHEAD

COMMUNICATIONS LINE

BLO

C

K FEN

C

E

EXISTING VFI

ELECTRICAL SWITCH

"SW-2005"

EXISTING SECTIONALIZING

CABINET

EXISTING UNDERGROUND

ELECTRICAL PRIMARY

EXISTING UNDERGROUND

ELECTRICAL PRIMARY

NM HIGHWAY 311

US

H

IG

HW

A Y

-8

NEW SECTIONALIZING

CABINET 1

PROPOSED ROUTING OF NEW

UNDERGROUND ELECTRICAL PRIMARY 2

HORIZONTAL DIRECTIONAL BORE

UNDER THE 60/84 HIGHWAY

JB

JB

VFI

BLOCK WALL

EXISTING TELECOM

PEDESTAL

BORING PITS

(REFERENCE CIVIL)

EXISTING POLE #371 (REF.

SHEET ED1.1)

COMM COMM COMM

EXISTING OVERHEAD

COMMUNICATIONS LINE

COMM COMMCOMM

FURNISH AND INSTALL A NEW PAD MOUNTED, 600A, 4-WAY, 15KV,

3PH, SECTIONALIZING CABINET (EATON COOPER SECTER OR

APPROVED EQUIVALENT). REFERENCE DETAILS 2 AND 3 ON SHEET

E-6.1 FOR ADDITIONAL REQUIREMENTS. PROVIDE A MINIMUM OF

10'-0" WORKSPACE IN FRONT OF THE CABINET'S DOORS IN

ACCORDANCE WITH UFC 3-550-01.

FURNISH AND INSTALL A NEW UNDERGROUND ELECTRICAL

PRIMARY CIRCUIT. REFERENCE THE POWER CABLE AND CONDUIT

SCHEDULE AND THE TRENCH DETAIL IN SHEET E-6.1 FOR

ADDITIONAL REQUIREMENTS.

HORIZONTAL DIRECTIONAL BORE TO INSTALL THE NEW

UNDERGROUND ELECTRICAL PRIMARY CIRCUIT. REFERENCE THE

POWER CABLE AND CONDUIT SCHEDULE FOR ADDITIONAL

REQUIREMENTS.

FURNISH AND INSTALL A NEW LOCKABLE AND BOLTED ELECTRICAL

MANHOLE. FURNISH AND INSTALL NEW CABLE RACKS AS

REQUIRED BY THE UFC. REFERENCE SHEET E-6.1 FOR ADDITIONAL

REQUIREMENTS. SPLICING IS NOT PERMITTED IN THE MANHOLE.

PROGRAM THE TRIP SETTINGS IN THE EXISTING VFI SWITCH IN

ACCORDANCE WITH THE GOVERNMENTS REQUIREMENTS FOR THE

EXISTING CIRCUIT.

LOCATE THE EXISTING UNDERGROUND CONDUIT STUBOUTS AND

CONNECT TO THE NEW CONDUIT. TERMINATE THE CIRCUIT TO THE

METERING TRANSFORMER CABINET. COORDINATE THE

TERMINATION WITH THE GOVERNMENT 21 DAYS PRIOR.

ROUTE THE PORTION OF THE CIRCUIT 120" BNG DIRECTLY BELOW

THE RAIL SYSTEM AND 25'-0" FROM CENTER OF RAILROAD TRACK

GOING OUT ON BOTH SIDES. THE TWO CONDUITS SHALL BE A

MINIMUM OF 5'-0" APART IN ACCORDANCE WITH BNSF UTILITY

ACCOMMODATION POLICIES. FURNISH AND INSTALL A PLASTIC

DETECTABLE TAPE WITH METAL CORE AS REQUIRED BY BNSF

STANDARDS.

LOCATE THE EXISTING UNDERGROUND CONDUIT STUBOUTS AND

CONNECT TO THE NEW CONDUIT. TERMINATE THE CIRCUIT TO THE

VFI. COORDINATE THE TERMINATION WITH THE GOVERNMENT 21

DAYS PRIOR.

FURNISH AND INSTALL A NEW BOLLARD TO PROTECT THE NEW

SECTIONALIZING CABINET. REFERENCE DETAIL 5/E-6.1 FOR THE

TYPICAL BOLLARD DETAIL.

TRANSITION FROM TRENCHED PVC CONDUIT TO DIRECTIONAL

BORING HDPE CONDUIT.

KEYED NOTES:

GENERAL NOTES:

1. REFER TO SHEET E-0.1 FOR LEGEND, ABBREVIATIONS AND

FURTHER GENERAL NOTES.

This document was produced for the sole use on this specific project.

The original file of this document is held in the offices of Barker &

Associates, Inc. Any changes, modifications, alterations, or use of this document for any other purpose without the express written consent and approval of Barker & Associates, Inc. shall void any liability by Barker & Associates, Inc., its employees, sub-consultants, or agents.

Barker & Associates, Inc.

S e r v i c e + I n t e g r i t y + Q u a l i t y

Design Services & Consulting Engineers TX Firm Registration No. F-9213

1924 N. Main Ave., Suite 201 San Antonio, Texas 78212 Phone: (210) 826-9191

Email: barkerassociates@barker-sa.com www.barkerassociatesinc.com

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SITE PLAN - NEW WORK - ELECTRICAL

HORIZONTAL DIRECTIONAL BORE

TRENCH, CONCRETE ENCASED

POWER CABLE AND CONDUIT SCHEDULE

SYMBOL CONDUIT CABLE TYPE CONDUCTORS

2-5"C

SCH 20 PVC

3000PSI CONCRETE

ENCASED

3/1C - 500 MCM, 3ɸ, CU15KV, EPR 133%,

MV 105

NOTES

ONE 5" CONDUIT SHALL BE USED TO HOUSE THE CONDUCTORS AND THE SECOND 5" CONDUIT SHALL BE SPARE.

FURNISH AND INSTALL PULL CORD IN THE SPARE CONDUIT.

CONCRETE ENCASEMENT SHALL CONTAIN RED DYE OR THE TOP SURFACE MUST BE PAINTED RED IN ACCORDANCE

WITH CAFB STANDARDS.

DEPTH

36" BELOW GRADE MIN

2-5"C

HDPE SCH 80

3/1C - 500 MCM, 3ɸ, CU15KV, EPR 133%,

MV 105 ONE 5" CONDUIT SHALL BE USED TO HOUSE THE CONDUCTORS AND THE SECOND 5" CONDUIT SHALL BE SPARE.

FURNISH AND INSTALL PULL CORD IN THE SPARE CONDUIT. UNDER THE RAILROAD TRACKS THE TWO CONDUITS SHALL BE A MINIMUM OF 5'-0" APART IN ACCORDANCE WITH BNSF UTILITY ACCOMMODATION POLICIES.

48" BELOW GRADE MIN UNDER

HIGHWAY AND OTHER AREAS, UON.

120" BELOW GRADE MIN UNDER

RAILROAD TRACKS AND RIGHT-OF-WAY.

BNSF RAILWAY - ELECTRIC POWER LINES REQUIREMENTS

A. A MINIMUM DEPTH OF 10 FEET BELOW THE BASE OF RAIL (BBR)

WILL BE MAINTAINED.

B. A MINIMUM DEPTH OF 3.0 FEET BELOW NATURAL GRADE (BNG)

WILL BE MAINTAINED FOR 750 VOLTS AND LESS, AND 4.0 FEET

BNG FOR GREATER THAN 750 VOLTS.

C. THE WIRELINE MUST BE ENCASED COMPLETELY ACROSS THE

RAILROAD RIGHT-OF-WAY WITH A RIGID CONDUIT. THE

CONDUIT CAN BE METAL OR HIGH-DENSITY POLY-ETHYLENE

(HDPE).

D. CROSSINGS SHALL NOT BE INSTALLED UNDER OR WITHIN 50

FEET OF THE END OF ANY RAILROAD BRIDGE, CENTERLINE OF

ANY CULVERT OR SWITCH AREA.

E. A BNSF SIGNAL REPRESENTATIVE MUST BE PRESENT DURING

INSTALLATION IF RAILROAD SIGNALS ARE IN THE VICINITY OF

WIRELINE CROSSINGS UNLESS SIGNAL REPRESENTATIVE

AUTHORIZES OTHERWISE.

F. MARKERS THAT IDENTIFY THE UTILITY OWNER SHALL BE PLACED

AT BOTH PROPERTY LINES FOR UTILITIES CROSSING THE

RAILROAD PROPERTY. THE MARKERS SHOULD IDENTIFY THE

OWNER, TYPE OF CABLE AND EMERGENCY TELEPHONE

NUMBER. A 6-INCH WIDE WARNING TAPE WILL BE INSTALLED,

1.0 FOOT BNG DIRECTLY OVER THE UNDERGROUND POWER

LINE WHERE LOCATED ON RAILROAD RIGHT-OF-WAY OUTSIDE

THE TRACK BALLAST SECTIONS.

G. ABOVE-GROUND UTILITY APPURTENANCES INSTALLED AS A

PART OF AN UNDERGROUND INSTALLATION SHALL BE

LOCATED AT OR NEAR THE RAILROAD PROPERTY LINE AND

SHALL NOT BE ANY CLOSER THAN TWENTY-FIVE (25) FEET TO

THE CENTERLINE OF TRACK.

H. BNSF ROAD MASTER SHALL BE CONTACTED SEVEN (7) DAYS

PRIOR TO CONSTRUCTION WITHIN THE BNSF RIGHT OF WAY.

XHHW 500 MCM, CU, GROUND

500 MCM, CU, GROUNDXHHW 10 11

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BNSF RAILWAY - GENERAL REQUIREMENTS

A. IF THE MINIMUM DEPTH IS NOT ATTAINABLE BECAUSE OF

EXISTING UTILITIES, WATER TABLE, ORDINANCES, OR SIMILAR

REASONS, THE LINE SHALL BE REROUTED.

B. LOCATIONS THAT ARE CONSIDERED UNSUITABLE OR

UNDESIRABLE ARE TO BE AVOIDED. THESE INCLUDE DEEP CUTS

AND IN WET OR ROCKY TERRAIN OR WHERE IT WILL BE

DIFFICULT TO OBTAIN MINIMUM DEPTH.

2/14/2020

11 12

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

TRUE NORTH

AutoCAD SHX Text

PLAN NORTH

AutoCAD SHX Text 40'

AutoCAD SHX Text 0'

AutoCAD SHX Text 1"=20'

AutoCAD SHX Text 20'

AutoCAD SHX Text 80'

AutoCAD SHX Text 60'

100'

FOR JUNCTION BAR TYPICAL

ELBOW CONNECTION

STAINLESS STEEL

HINGES

STAINLESS STEEL HINGE

RETAINER 2 WAY

FEED-THRU JUNCTION BARS

DOOR IN CLOSED

POSITION

FEED-THRU

PROVIDE WATER PROOFING

AROUND ENTIRE BASE

#4 BARS AT 12" O.C.

8" MIN.

HIGH SECURITY DOOR

LOCKING PROVISIONS

3/4" CHAMFER

DOOR STOP

CONCRETE PAD

WITH #4 BARS AT

1'-3" O.C. EACH

6" LAYER OF

CRUSHED

LIMESTONE

STANDOFF BRACKET

GROUND NUT

#1/0. BARE COPPER

GROUND CONDUCTOR

GROUND ROD

GROUNDING DETAIL

JUNCTION BAR WITH

600A WELLS AND

CONNECTORS 4-WAY

2' -0

6"

12" 4" ABOVE PAD

DOOR IN OPEN

POS.

RECESSED LIFTING

PROVISIONS

12 GA MS.

HOUSEKEEPING

SLAB LAYOUT

24"

8"

.2

5"

CABINET 4/0 BARE COPPER RING

24" BELOW GRADE

MOUNTED GROUND ROD INSIDE

EQUIPMENT 4" ABOVE BOTTOM

(5) 3/4" DIA X 10' COPPER

CLAD GROUND ROD

SECTIONALIZING CABINET

84"12" 12"

GROUNDING

BUSHINGS

PROVIDE 5" RIGID PVC COATED

GALVANIZED STEEL CONDUIT ELBOW

STUB-UPS (TYPICAL) TO 48" BELOW GRADE

(2 FOR EACH CONNECTION).

CABINET ENCLOSURE

COLOR TO MATCH CAFB

STANDARDS

PVC/HDPE TO RGS

TRANSITION

PVC/HDPE CONDUIT

GENERAL NOTES:

1. REFER TO SHEET E-0.1 FOR LEGEND, ABBREVIATIONS AND

FURTHER GENERAL NOTES.

This document was produced for the sole use on this specific project.

The original file of this document is held in the offices of Barker &

Associates, Inc. Any changes, modifications, alterations, or use of this document for any other purpose without the express written consent and approval of Barker & Associates, Inc. shall void any liability by Barker & Associates, Inc., its employees, sub-consultants, or agents.

Barker & Associates, Inc.

S e r v i c e + I n t e g r i t y + Q u a l i t y

Design Services & Consulting Engineers TX Firm Registration No. F-9213

1924 N. Main Ave., Suite 201 San Antonio, Texas 78212 Phone: (210) 826-9191

Email: barkerassociates@barker-sa.com www.barkerassociatesinc.com

PROJECT NUMBER

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2/14/2020

TYPICAL THREE-PHASE SECTIONALIZING CABINET DETAIL

TYPICAL SECTIONALIZING CABINET INTERFACE

TYPICAL TRENCH DETAIL

ELECTRICAL MANHOLE DETAIL

6"

D

SAW-CUT EXISTING

PAVEMENT

NEW BASE MATERIAL

EXISTING…