Underground Distribution System Design Standards

STD-E&O-005 Underground Distribution System Design Standards Electrical District No. 3 of Pinal County Engineering & Operations Department 41630 W. Louis Johnson Drive Maricopa, AZ 85138

Revision 1 Effective Date: 08/11/2021 Review Level: 1

Underground Distribution System Design Standards STD-E&O-005 Rev(1) Effective 08/11/2021 of 60

Electrical District No. 3 of Pinal County, Arizona Standards Approval

The signature of the Assistant General Manager & Director of Engineering & Operations authorizes the use of these standards for ED3 operations. He acknowledges that he is responsible for its implementation, training personnel on its requirements, and employee compliance.

Reviewed By:

Scott Kelly, Distribution Design Manager Date

Reviewed By:

Greg Ellis, Engineering Manager Date

Reviewed By:

Evan McCullough, Operations Manager Date

Approved By:

Mike Bristol, Assistant GM & Director of E&O Date

APPROVAL SIGNATURES ON FILE


Revision History

Revision Date Description Approved 0 05/05/2021 Original Document

MJB1 08/11/2021 Added 612 Switch Vault

MJB


Introduction

Electrical District No. 3 of Pinal County (ED3) has prepared this set of underground distribution installation standards to better provide a safe, consistent, and reliable underground power distribution system. These standards must be used by all parties involved in the design or installation of underground power distribution systems within the ED3 service territory. These standards were created as a general guide for the construction of ED3 underground facilities. Not all standards will apply in all situations as circumstances differ from job to job. ED3 encourages users of these standards to review the plans provided and resolve any concerns prior to starting the job. Users in need of help with these standards, should notify ED3 Engineering at [email protected].

ED3 Underground Infrastructure Inspectors utilize these standards during inspection and certification of underground power distribution system installations. Closing trenches prior to inspection or performing any other action that precludes system inspection is grounds for immediate inspection failure. In such a case, the user shall restore the system to an inspectable state at their sole expense.

These standards are subject to regular revision as national, state, and local codes change. All users of these standards shall verify they are using the latest version by checking the ED3 Website (www.ed3online.org).

Design Standards Drawings Index

NUMBER DATE DRAWING TITLE UG 01 03/30/21 CONDUIT INSTALLATION, 600V JUNCTION BOX UG 02 01/07/21 CONDUIT INSTALLATION, STREET LIGHT JUNCTION BOX UG 03 03/30/21 CONDUIT INSTALLATION, SECONDARY DETAIL UG 04 03/30/21 CONDUIT INSTALLATION, PRIMARY DETAIL UG 05 03/30/21 CONDUIT INSTALLATION, MARKER BALL DETAIL UG 06 01/24/18 CONDUIT INSTALLATION, SINGLE-PHASE RISER UG 07 01/24/18 CONDUIT INSTALLATION, THREE-PHASE RISER UG 08 01/22/18 CONDUIT INSTALLATION, SINGLE-PHASE TRANSFORMER UG 09 01/22/18 CONDUIT INSTALLATION, THREE-PHASE TRANSFORMER UG 10 11/29/17 CONDUIT INSTALLATION, PAD-MOUNT OPEN DELTA UG 11 12/17/18 CONDUIT INSTALLATION, JUNCTION CABINET UG 12 01/24/18 CONDUIT INSTALLATION, GROUND SLEEVE UG 13 11/21/17 CONDUIT INSTALLATION, CAPACITOR BANK UG 14 01/24/18 CONDUIT INSTALLATION, 56x56 PULLING VAULT UG 15 11/28/17 CONDUIT INSTALLATION, 510 PULLING VAULT (1 of 2)

CONDUIT INSTALLATION, 510 PULLING VAULT (2 of 2) UG 16 11/28/17 CONDUIT INSTALLATION, 610 SWITCH VAULT (1 of 2)

CONDUIT INSTALLATION, 610 SWITCH VAULT (2 of 2) UG 17 09/19/18 TRENCH DETAIL, ENCASED CONDUIT


Design Standards Drawings Index (cont.)

NUMBER DATE DRAWING TITLE UG 18 08/07/17 TRENCH DETAIL, DIRECT-BURIED CONDUIT UG 19 09/19/18 TRENCH DETAIL, ENCASED SINGLE-CIRCUIT CONDUIT UG 20 11/29/17 TRENCH DETAIL, BELOW GRADE PROFILE UG 21 11/30/17 TRENCH DETAIL, RETENTION SLOPE UG 22 03/31/21 TRENCH DETAIL, STORM DRAIN UG 23 11/29/17 CLEARANCE DETAIL, TRANSFORMER PLACEMENT UG 24 12/12/17 CLEARANCE DETAIL, TRANSFORMER CLEARANCE UG 25 01/10/18 CLEARANCE DETAIL, HAND HOLE PLACEMENT UG 26 03/31/21 CLEARANCE DETAIL, STREETLIGHT PLACEMENT UG 27 03/31/21 CLEARANCE DETAIL, PME WORKING CLEARANCES UG 28 03/31/21 CLEARANCE DETAIL, EQUIPMENT BOLLARDS UG 29 11/29/17 DIMENSIONS, TRANSFORMER PADS UG 30 06/04/18 DIMENSIONS, 63x72 TRANSFORMER PAD UG 31 09/30/20 DIMENSIONS, 75x88 TRANSFORMER PAD UG 32 11/21/17 DIMENSIONS, 100x102 TRANSFORMER PAD UG 33 06/04/21 DIMENSIONS, 84x84 CAPACITOR PAD UG 34 12/17/18 DIMENSIONS, JUNCTION CABINET UG 35 01/22/17 DIMENSIONS, 36x48 PULLING VAULT – FOR REFERENCE ONLY UG 36 01/22/18 DIMENSIONS, 56x56 PULLING VAULT UG 37 11/27/17 DIMENSIONS, 60x108 PULLING VAULT

DIMENSIONS, 60x108 PULLING VAULT UG 38 11/27/17 DIMENSIONS, 510 PULLING VAULT

DIMENSIONS, 510 PULLING VAULT UG 39 11/27/17 DIMENSIONS, 610 SWITCH VAULT

DIMENSIONS, 610 SWITCH VAULT UG 40 01/11/18 DIMENSIONS, 68x71 VAULT LID UG 41 07/27/21 DIMENSIONS, 612 SWTICH VAULT

DIMENSIONS, 612 SWTICH VAULT SL 01 12/18/20 STREETLIGHT, STANDARD HEIGHTS SL 02 12/18/20 STREETLIGHT, STANDARD ARM ATTACHMENT SL 03 03/15/21 STREETLIGHT, 4-BOLT BASE, DECORATIVE SL 04 03/15/21 STREETLIGHT, 4-BOLT BASE WITH HANDHOLE SL 05 03/15/21 STREETLIGHT, 4-BOLT BASE WITHOUT HANDHOLE SL 06 03/20/21 STREETLIGHT, 3-BOLT BASE, DECORATIVE – OBSOLETE SL 07 04/21/21 STREETLIGHT, DECORATIVE STREET LIGHT


Attachment 1, Underground Distribution System Design Standards Drawings

ELECTRIC

SIDE VIEW

TOP VIEW

36

"

COVER

2"

2"

ELECTRICAL DISTRICT #3-ENGINEERING Date: 3-30-21

Dwn by:

Dwn No:

1 of 1

600V JUNCTION BOX

GE

UG 01

3District No.

Electrical

CONDUIT INSTALLATION

1. ALL CONDUIT SHALL BE SCHEDULE 40

2. ALL BENDS SHALL BE 36" RADIUS

3. TOP OF JUNCTION BOX SHALL BE 2" ABOVE GRADE

4. SEE PROJECT DRAWING FOR CONDUIT SIZE AND QUANTITY

NOTES:

UNDERGROUND DISTRIBUTION. SYSTEM DESIGN STANDARDS

ELECTRIC

SIDE VIEW

TOP VIEW

36"

COVER

2"

2"


Dwn by:

Dwn No:

1 of 1

STREET LIGHT JUNCTION BOX

JG

UG 02

3District No.

Electrical




3. TOP OF JUNCTION BOX SHALL BE 2" ABOVE GRADE


NOTES:


FINAL GRADE

36

" M

IN

12"

ELECTRICAL DISTRICT #3-ENGINEERING


Date: 3-30-21

Dwn by:

Dwn No:

1 of 1

SECONDARY DETAIL

GE

UG 03

3District No.

Electrical




NOTES:

FINAL GRADE

60

" M

IN

12"


Dwn by:

Dwn No:

1 of 1

PRIMARY DETAIL

GE

UG 04

3District No.

Electrical




NOTES:


TIE LOCATING BALL

AT END OF CENTER CONDUIT

FINAL GRADE

24"

LOCATING BALLPE

R

DE

SIG

N


Dwn by:

Dwn No:

1 of 1

MARKER BALL DETAIL

GE

UG 05

3District No.

Electrical


NOTE:

1. LOCATING BALL CAN NOT BE DEEPER THAN 48" FROM FINAL GRADE.


36" MIN

FINAL GRADE

TOP VIEW

SIDE VIEW

12"

ELECTRICAL DISTRICT #3- ENGINEERING Date: 1-24-18

Dwn by:

Dwn No:

1 of 1


GE

UG 06

3District No.

Electrical

SINGLE PHASE RISER



3. CONDUIT SHALL EXTEND 12" ABOVE GRADE

4. CONDUIT SHALL BE INSTALLED DIRECTLY AGAINST THE UTILITY POLE


NOTES:


60" M

IN

FINAL GRADE

TOP VIEW

SIDE VIEW

12"


Dwn by:

Dwn No:

1 of 1


GE

UG 07

3District No.

Electrical

3 PHASE RISER



3. CONDUIT SHALL EXTEND 12" ABOVE GRADE

4. CONDUIT SHALL BE INSTALLED DIRECTLY AGAINST THE UTILITY POLE


NOTES:


PRIMARY CONDUIT

60" M

IN

.

36" M

IN

.

PRIMARY CONDUIT

SERVICE CONDUIT

3.5"

2"

FINAL GRADE

APPROXIMATE GROUND

ROD LOCATION

6"

10"

4"

42"

25"

42"

12"

8"

7"

FRONT OF TRANSFORMER

(SOURCE)

(LOAD)

BACK OF TRANSFORMER


Dwn by:

Dwn No:

1 of 1


GE

UG 08

3District No.

Electrical

SINGLE PHASE TRANSFORMER

1. ALL FILL BELOW ELECTRIC UTILITY FIXTURE FOUNDATION PADS SHALL BE 60/40 SRP BACKFILL




5. THERE SHALL BE A 2" GAP BETWEEN ALL CONDUIT AND INSIDE PAD WINDOW TO ALLOW FOR

ADJUSTMENT

NOTES:


3"

3"

6"

75"

TOP VIEW

FRONT VIEW

SIDE VIEW

PRIMARY SECONDARY

IN OUT

36" 24"

7

1

2

"

60"

7

1

2

"

64"

18"

6"

15"

58"

15"

(BACK OF TRANSFORMER)

88"

6" 18" 64"

2"

GROUND ROD

GROUND ROD

GROUND ROD

FOR DELIVERED PAD ONLY:

(4) 3/4" FERRULE LOOP INSERTS


Dwn by:

Dwn No:

1 of 1


GE

UG 09

3District No.

Electrical

THREE PHASE TRANSFORMER






ADJUSTMENT

6. 75X88 PAD TO BE USED FOR 150-1000KVA TRANSFORMER SIZES

NOTES:


36" M

IN

60" M

IN

SECONDARY TIE

SERVICE CONDUIT

PRIMARY CONDUIT


Dwn by:

Dwn No:

1 of 1


JG

UG 10

3District No.

Electrical

PAD MOUNT OPEN DELTA






ADJUSTMENT

6. REFERENCE ED3 DRAWING UG08 FOR PAD DIMENSIONS

NOTES:


FINAL GRADE

JUNCTION CABINET SLEEVE

60

"

12

"

TOP VIEW

SIDE VIEW

A B C

A B C

GROUND ROD


Dwn by:

Dwn No:

1 of 1


JG

UG 11

3District No.

Electrical

JUNCTION CABINET

1. ALL FILL BELOW ELECTRIC UTILITY FIXTURE SHALL BE 60/40 SRP BACKFILL




NOTES:


PME SWITCHINGCABINET SLEEVE

67"

75"

14"

14"

FINAL GRADE

TOP VIEW

SIDE VIEW

CABINETOUTLINE OF

C

L

L

C

2"

24

"2

4"

12

"2

5"

60

"

2"2"


Dwn by:

Dwn No:

1 of 1


GE

UG 12

3District No.

Electrical

GROUND SLEEVE





NOTES:


SIDE VIEW

TOP VIEW

FRONT VIEW

2" M

IN

4" M

IN

4" M

IN

2 1/2" SCH40 PVC

(2) 6" LONG P3200 UNISTRUT

18"x50" WINDOW

GROUND ROD

(TYP)

6" M

IN

GROUND ROD

GROUND ROD

84"

84

"

7"

6"

7"18" 59"

17" 50" 17"

84"

84"

6"


Dwn by:

Dwn No:

1 of 1


JG

UG 13

3District No.

Electrical

CAPACITOR BANK

NOTES:

1. FRONT OF PAD SHALL FACE STREET.

2. ALL PAD ELEVATIONS SHALL BE ESTABLISHED BY SURVEY (BLUE TOP) AND TOP OF PAD SHALL

BE 4" ABOVE FINAL GRADE IN IMMEDIATE AREA.

3. PAD MUST BE LEVEL BEFORE INSTALLING EQUIPMENT.

4. AREA UNDER PAD MUST BE COMPACTED PER TRENCH SPECIFICATIONS ON DESIGN DRAWINGS.

5. CONDUIT INSTALLED AND CAPPED 6" BELOW PAD WINDOW WHEN BEING PROVIDED FOR

FUTURE.

6.ALL FILL BELOW ELECTRIC UTILITY FIXTURE SHALL BE SRP 60/40 MIX


Plan View

Side View

VAULT U-506

73

"

4'-8"

4'-8

"

(4) 24" x 30" KNOCKOUTS

(1) EACH SIDE

SUMP INDENT IN FLOOR

8" DIA. X 4" DEEP

ROD KNOCKOUTS

(2) 2 1/2" DIA. GROUND

1'

LOCKING STEEL COVER

COVER WEIGHT

BASE WEIGHT - 5350 LBS

- 1335 LBS

TOTAL WEIGHT - 6685 LBS

6"

CONCRETE CONDUIT

INTO VAULT

BELL END


Dwn by:

Dwn No:

1 of 1


GE

UG 14

3District No.

Electrical

56X56 PULLING VAULT





5. EXCAVATED BASE SHALL INCLUDE 6" LAYER OF 3/4" WASHED ROCK

6. WASHED ROCK SHALL HAVE A 3" LAYER OF PEA GRAVEL FOR LEVELING

NOTES:


5"10'-0"5"

6"

8'-0

" O

VE

RA

LL

H

EIG

HT

6"

7'-0

" IN

SID

E H

EIG

HT

10'-0" NSIDE LENGTH

10'-10" OUTSIDE LENGTH

11'-6" RIBBING LENGTH

5'-0

" IN

SID

E W

ID

TH

5'-1

0" O

UT

SID

E W

ID

TH

6'-6

" R

IB

BIN

G W

ID

TH

TOP VIEW

SIDE VIEW

5'-3" 1'-3" 2'-10"7" 1"

GROUND ROD HOLE

BELL END

BELL END

SEE CONSTRUCTION

PLANS FOR SIZE AND

QUANTITY OF CONDUITS

12" DIA. SUMP TO BE

CLEARED BEFORE

INSTALLATION

CONCRETE

CONDUIT

INTO VAULT

12" DIA. SUMP TO BE

CLEARED BEFORE

INSTALLATION

SEALANT

REQUIRED

AT JOINT

SEE CONSTRUCTION

PLANS FOR SIZE AND

QUANTITY OF

CONDUITS


Dwn by:

Dwn No:

1 of 2


JG

UG 15

3District No.

Electrical

510 PULLING VAULT


5"5'-0"5"

END VIEW

2'-10"1'-1" 1'-1"

1'-7

1

2

"

GROUND ROD HOLE

SEALANT

REQUIRED

AT JOINT

6" OF COMPACTED

CRUSHED ROCK 3/4" MIN.

1 1/ 2" MAX CONDUITS


Dwn by:

Dwn No:

2 of 2


JG

UG 15

3District No.

Electrical

510 PULLING VAULT







NOTES:


10'-0" INSIDE LENGTH

11'-1 1/2" OUTSIDE LENGTH

6'-0

" IN

SID

E W

ID

TH

7'-1

1

/2

" O

UT

SID

E W

ID

TH

TOP VIEW

SIDE VIEW

61" x 61" Opening

GROUND ROD HOLE

BELL END

UNISTRUT

2'-10"1'-5"5'-1"

6"

10'-0"

2"

7'-0

" IN

SID

E H

EIG

HT

8'-0

" O

UT

SID

E H

EIG

HT

12" DIA. SUMP TO BE

CLEARED BEFORE INSTALLATION

BELL END

SEE CONSTRUCTION PLANS

FOR SIZE AND QUANTITY OF

CONDUITS

SEE CONSTRUCTION PLANS

FOR SIZE AND QUANTITY OF

CONDUITS

SEALANT REQUIRED AT JOINT

CONCRETE

CONDUIT INTO

VAULT

6" OF WASHED ROCK 3/4" MIN.

+ 3" PEA GRAVEL

12" DIA. SUMP TO BE CLEARED

BEFORE INSTALLATION

NOTE: BLUE-TOP MUST BE 6" ABOVE

FINAL GRADE


Dwn by:

Dwn No:

1 of 2

JG

UG 16

3District No.

Electrical

CONDUIT INSTALLATION 610 SWITCH VAULT


END VIEW

5'-0" 6"6"

6'-0"

6 3/4" 6 3/4"

2'-7

1

2

"

SEALANT REQUIRED AT JOINT

6" OF WASHED ROCK 3/4" MIN.

+ 3" PEA GRAVEL


Dwn by:

Dwn No:

2 of 2


JG

UG 16

3District No.

Electrical

610 SWITCH VAULT







NOTES:


FINAL GRADE

79" M

IN

36"

12"

28"

73" M

IN

36"

12"

22"

81" M

IN

MIN

.

36"

15"

12

60" M

IN

33"

15"

REQUIRED BACKFILL

OTHER UTILITY

OTHER UTILITY

36" M

IN

15"

12"

STREET SIDE

81" M

IN

.

GAS

6"

6"

6"

6"

VARIES

1

2

"

M

I

N

C

L

E

A

R

TELECOMMUNICATION PROVIDERS

(CENTURYLINK & ORBITEL)

30"

CONDUIT

SPACER

VARIES

VARIES

VARIES

ELECTRIC

HIGH VOLTAGE

28"

MIN

24"

MIN

28"

MIN

22"

MIN

ELECTRIC

HIGH VOLTAGE

ELECTRIC

HIGH VOLTAGE

ELECTRIC

LOW VOLTAGE

ELECTRIC

HIGH VOLTAGE

OTHER UTILITY

1 2 3

4

5

FINAL GRADE FINAL GRADE

FINAL GRADE

FINAL GRADE

STREET SIDE

STREET SIDE

STREET SIDE

STREET SIDE

REQUIRED BACKFILL

OTHER UTILITY

REQUIRED BACKFILL

OTHER UTILITY

REQUIRED BACKFILL

12"

REQUIRED BACKFILL

ELECTRIC

HIGH VOLTAGE


Dwn by:

Dwn No:

1 of 1

TRENCH DETAIL

GE

UG 17

3District No.

Electrical

ENCASED CONDUIT

JOINT TRENCH NOTES:

1. CHECK WITH THE LOCAL GAS COMPANY FOR BEDDING, CONDUIT, & DEPTH REQUIREMENTS

2. GAS TO MAINTAIN MIN. 12" VERTICAL SEPARATION FROM ALL ELECTRIC CONDUITS.

3. CONTACT "OTHER UTILITY" FOR SPECIFIC REQUIREMENTS

4. A MIN. OF 36" COVER IS REQUIRED OVER ALL FACILITIES IN CITY & COUNTY RIGHT OF WAYS.

ELECTRICAL TRENCH NOTES

5. CUSTOMER TO INSTALL ELECTRONIC MARKERS AT ALL CONDUIT STUBOUTS

6. ALL CONDUITS SHALL BE SCHEDULE 40

7. CONDUIT SHALL NOT OCCUPY MORE THAN 30 INCHES OF HORIZONTAL WIDTH.

8.STEEL WIRE OR REBAR ARE NOT ACCEPTABLE FOR SECURING CONDUIT, THIS WILL CREATE HEAT.

9. ALL ENCASED CONDUITS SHALL USE SRP 60/40 MIX

10. ALL HIGH VOLTAGE TRENCH REQUIRES MARKING TAPE TO BE PLACED 12" ABOVE CONDUIT.

11.SEE PROJECT DRAWING FOR CONDUIT SIZE AND QUANTITY.

12.MINIMUM OF 2" SEPARATION BETWEEN ENCASED CONDUITS


STREET SIDE

GAS

GAS

GAS

FINAL GRADE

FINAL GRADE

FINAL GRADE

OTHER UTILITY

OTHER UTILITY

OTHER UTILITY

ELECTRIC HIGH VOLTAGE



ELECTRIC LOW VOLTAGE

6

7

8

STREET SIDE

STREET SIDE

36

"1

2"

12

"1

0"

76

" M

IN

REQUIRED BACKFILL

24"

12

"1

2"

REQUIRED BACKFILL

16"

67

" M

IN

24"

12

"1

2"

60

" M

IN

REQUIRED BACKFILL


Dwn by:

Dwn No:

1 of 1

TRENCH DETAIL

GE

UG 18

3District No.

Electrical

DIRECT BURIED CONDUIT

JOINT TRENCH NOTES:

1. CHECK WITH THE LOCAL GAS COMPANY FOR BEDDING, CONDUIT, & DEPTH REQUIREMENTS

2. GAS TO MAINTAIN MIN. 12" VERTICAL SEPARATION FROM ALL ELECTRIC CONDUITS.

3. CONTACT "OTHER UTILITY" FOR SPECIFIC REQUIREMENTS

4. A MIN. OF 36" COVER IS REQUIRED OVER ALL FACILITIES IN CITY & COUNTY RIGHT OF WAYS.

ELECTRICAL TRENCH NOTES

5. CUSTOMER TO INSTALL ELECTRONIC MARKERS AT ALL CONDUIT STUBOUTS.



8. CONDUITS SHALL NOT BE STACKED MORE THAN 2 LAYERS HIGH. LARGER DIAMETER

CONDUITS SHALL BE PLACED AT BOTTOM OF TRENCH WHEN POSSIBLE

9. ALL CONDUITS SHALL BE SECURED FROM "FLOATING" DUE TO BACKFILL.


11.MECHANICAL COMPACTION IS NOT ALLOWED WITHIN 6" OF ELECTRICAL CONDUITS.

12.ALL HIGH VOLTAGE TRENCH REQUIRES MARKING TAPE TO BE PLACED 12" ABOVE CONDUIT.

13.SEE PROJECT DRAWING FOR CONDUIT SIZE AND QUANTITY


GRADEFINAL


3-2.5" SCHEDULE 40

60" M

IN

45"

15"

22" MIN


Dwn by:

Dwn No:

1 of 1

TRENCH DETAIL

GE

UG 19

3District No.

Electrical

ENCASED SINGLE CIRCUIT CONDUIT

TRENCH NOTES

1.CUSTOMER TO INSTALL ELECTRONIC MARKERS AT ALL CONDUIT STUBOUTS.

2.ALL CONDUITS SHALL BE SCHEDULE 40

3.CONDUIT SHALL NOT OCCUPY MORE THAN 30 INCHES OF HORIZONTAL WIDTH.

4.CONDUITS SHALL NOT BE STACKED MORE THAN 2 LAYERS HIGH. LARGER DIAMETER


5.ALL CONDUITS SHALL BE SECURED FROM "FLOATING" DUE TO BACKFILL.





10.MINIMUM OF 2" SEPARATION BETWEEN ENCASED CONDUITS


36"

36"

L

P

5'-0"

RE

F

TR

EN

CH

PUBLIC UTILITY EASEMENT

L

P

L

P

10'-0"

8'-0"

TELCO

1

2

"

1

2

"

10'-0"

24"

CH

AM

FE

R

IS

O

PT

IO

NA

L

21"

SEE PROFILE VIEW BELOW

TRANSFORMER INSTALLATION DETAIL (PROFILE)

TELCO SERVICE

DROP

BACK OF

EASEMENT

FINAL

GRADE

18"

36"

24"

12"

3-1/4"

STUB-OUT

W / ELECTRONIC

MARKER

5'-0" REF

XFMR PAD

#6 CU TELCO

GROUND NOTE

8'-0" EASEMENT

36"

42" REF

L

C

1-1/2"

30"

PROPERTY

CORNER PIN

9'-0"

APPROX.

SIDEWALK

3'-6"

10"

2" CATV CONDUIT

W

ASPHALT

STREET

CURB AND

GUTTER

60"

18"

18"

6"

DEPTH IS IMPACTED BY WATER

AND SEWER LINE LOCATIONS

W M

TE

LC

O

18"

L

P

L

C

ST

RE

ET

GROUND ROD

W M

W M

GROUND

ROD

TELCO


Dwn by:

Dwn No:

1 of 1

TRENCH DETAIL

JG

UG 20

3District No.

Electrical

BELOW GRADE PROFILE

NOTES:

1. MAINTAIN A MINIMUM 12" CROSSING SEPARATION BETWEEN ED-3 CONDUIT AND TELCO/CATV.

2. TELCO/CATV MUST NOT PASS UNDER TRANSFORMER.

3. GAS LINE TO MAINTAIN A MINIMUM 12" HORIZONTAL SEPARATION FROM OUTSIDE EDGE OF

TRANSFORMER PAD.

4. TELCO TO SUPPLY GROUND WIRE WHICH MAY BE COILED/SECURED AROUND A CONDUIT SWEEP

DURING TENCH BACKFILL. THIS GROUND WILL LATER BE ATTACHED TO THE TRANSFORMER PAD.


32'-0"

SEE DESIGN FOR CONDUIT

SIZE AND QUANTITY

SLOPE = TBD BY DEVELOPER PLANS

12"

MATCH SIDEWALK GRADE

2'-0" MIN. (TYP)

SIDE VIEW


Dwn by:

Dwn No:

1 of 1

TRENCH DETAIL

JG

UG 21

3District No.

Electrical

RETENTION SLOPE

TRENCH NOTES












ED3

TELCO/TV/GAS

FINAL GRADE

TOP CONDUIT

SLOPE=20:1 MAX.

N.T.S.

FINAL GRADE

MIN

.

2'

STORM DRAIN

OR BOX CULVERT


Dwn by:

Dwn No:

1 of 1

TRENCH DETAIL

GE

UG 22

3District No.

Electrical

STORM DRAIN

TRENCH NOTES












METER

10'

3'

3'

3'

45

3'

TYP.

METER

10'

3'

3'

ST

RE

ET

=TRANSFORMER PAD

454'

5'

3'

10'

L

C

P

L

L

P


Dwn by:

Dwn No:

1 of 1

CLEARANCE DETAIL

JG

UG 23

3District No.

Electrical

TRANSFORMER PLACEMENT

NOTES

1. 24" MINIMUM SEPARATION BETWEEN TRANSFORMER AND WATER METER BOXES

2. 24" MINIMUM SEPARATION BETWEEN TRANSFORMER AND COMMUNICATION PEDS

3. 24" MINIMUM SEPARATION BETWEEN TRANSFORMER AND STREET LIGHT POLES

4. SEE CLEARANCE DETAIL (TRANSFORMER CLEARANCE) FOR PLACEMENT DETAILS


T

36"

36"

21"

24"12"

MAINTAIN A 24" MINIMUM

SEPERATION BETWEEN

TRANSFORMER AND

COMMUNICATION PEDESTAL.

60"

C

L

48"

R/W

TRENCH

10'

MIN

IM

UM

CLE

AR

AN

CE

TV

G

E

STREET SIDE

COMMUNICATIONS PEDESTAL

MAY ONLY BE LOCATED WITHIN

THE REAR 21" OF THE TRANSFORMER

PAD AS SHOWN. (TYP.)

CENTERLINE

OF PAD

GROUND ROD

TE

LC

O

PE

D

CA

TV

PE

D


Dwn by:

Dwn No:

1 of 1

CLEARANCE DETAIL

JG

UG 24

3District No.

Electrical

TRANSFORMER CLEARANCE

NOTES

1. 24" MINIMUM SEPARATION BETWEEN TRANSFORMER AND WATER METER BOXES

2. 24" MINIMUM SEPARATION BETWEEN TRANSFORMER AND COMMUNICATION PEDS

3. 24" MINIMUM SEPARATION BETWEEN TRANSFORMER AND STREET LIGHT POLES

4. 10' MINIMUM CLEARANCE IN FRONT OF ALL UTILITY TRANSFORMERS

5. 36" MINIMUM CLEARANCE FROM ANY BUILDING


=J-BOX

ELECTRIC METER

TYP.

36"

45

36"

36"

60"

ST

RE

ET

ELECTRIC METER

36

"

36"

R/W

C

L

10'

60"

R/W

WATER

METER

BOX

60"


Dwn by:

Dwn No:

1 of 1

CLEARANCE DETAIL

GE

UG 25

3District No.

Electrical

HAND HOLE PLACEMENT

NOTES

1. 24" MINIMUM SEPARATION BETWEEN J-BOX AND WATER METER BOXES

2. 24" MINIMUM SEPARATION BETWEEN J-BOX AND COMMUNICATION PEDS

3. 60" MINIMUM SEPARATION BETWEEN J-BOX AND FIRE HYDRANTS


SIDE OF STREET

- DESIGNATES POLE WITH ST. LIGHT

ADJACENT TO A TRANSFORMER:

SIDEWALK)

(XFMR DOOR

OPENS TOWARDS

P

L

- DESIGNATES J-BOX

ON A CORNER:

P.C.

OR CURB

OF S/W

TRENCH LINE

SOURCE ON OPPOSITE

4' MIN.

S/W

SIDE OF STREET

SOURCE ON SAME

1'

4' MIN.

S/W

1'

AT LOT LINE:

TRENCH LINE

P

L

P

L

PAD

1'

XFMR.

SERVICE

J-BOX

TAP FROM

TRENCH LINE

L

3'

P

P

L

1'

CHECK WITH LOCAL CITY OF MARICOPA

FOR STREET LIGHT REQUIREMENTS.

L

P


Dwn by:

Dwn No:

1 of 1

GE

UG 26

3District No.

Electrical

CLEARANCE DETAIL STREETLIGHT PLACEMENT

NOTES

1. J-BOX TO BE LOCATED ON BACK SIDE OF POLE

2. IF SOURCE IS ON OPPOSITE SIDE OF STREET THEN LOCATE J-BOX ON SIDE OF TRAFFIC

3. LOCATE POLE 12" BACK OF SIDEWALK

4. IF SIDEWALK IS MEANDERING OR DETACHED FROM CURB, LOCATE POLE 48" BACK OF CURB

5. CUSTOMER TO CHECK WITH CITY STREET LIGHT REQUIREMENTS ON ALL JOBS


SW ENCLCAP BANK

DOORS

S

DOORS

10'

10'

10'

DOOR

10'

CAP

5' 5' 5'

TRANSFORMER

DOOR

10'

5'

5'

5'

DOOR


Dwn by:

Dwn No:

1 of 1

CLEARANCE DETAIL

GE

UG 27

3District No.

Electrical

PME WORKING CLEARANCES

NOTES

1. 10' MINIMUM CLEARANCE IN FRONT OF ANY PAD MOUNTED EQUIPMENT DOOR

2. 5' MINIMUM CLEARANCE AROUND ALL SIDES OF ANY PAD MOUNTED EQUIPMENT

3. MINIMUM CLEARANCES INCLUDE ALL SPRINKLER AND IRRIGATION ZONES

4.CUSTOMER SHALL PROVIDE 20' DRY ZONE LANDSCAPING FOR ALL PAD MOUNTED EQUIPMENT


FRONT OF EQUIPMENT

18

"

10"

18

"

10"

(VULNERABLE FROM FRONT)

FRONT OF EQUIPMENT

18"

10

"

(V

UL

NE

RA

BL

E F

RO

M S

ID

E

18"

10

"


Dwn by:

Dwn No:

1 of 1

GE

UG 28

3District No.

Electrical

CLEARANCE DETAIL EQUIPMENT BOLLARDS

NOTES

1. INSTALL WHERE NECESSARY TO PROTECT PAD MOUNT EQUIPMENT

2. DO NOT INSTALL POST WHICH WOULD RESTRICT ACCESS TO THE EQUIPMENT

2. DO NOT INSTALL POST WHICH WOULD RESTRICT ANY DOOR FROM FULLY OPENING

4. INSTALL ON EACH SIDE EXPOSED TO PROTECT AGAINST VEHICLES

5. BACKFILL POST WITH CONCRETE MIX

6. APPLY REFLECTIVE TAPE 18" AND 30" ABOVE GROUND LINE



Dwn by:

Dwn No:

1 of 1

DIMENSIONS

JG

UG 29

3District No.

Electrical

TRANSFORMER PADS

NOTES

1. R-PROVISION FOR GROUND ROD

2. PAD MUST BE A MINIMUM OF 6" THICK




6. ALL SERVICE ENTRANCE SECTIONS LARGER THAN 1600AMPS ARE TO BE APPROVED BY ED3

7. ED3 WILL DETERMINE TRANSFORMER SIZING FOR ALL LOADS GREATER THAN 2500AMPS


63

"

72"

11"50"11"

5"

15

"4

3"

12

"3

9"

12

"3

"3

"

6"

2" C

lr.

72"

63"

TOP VIEW

FRONT VIEW

SIDE VIEW


(2 EACH SIDE)

PRIMARY SECONDARY

IN OUT

#4 REBAR

GROUND ROD


Dwn by:

Dwn No:

1 of 1

DIMENSIONS

GE

UG 30

3District No.

Electrical

63X72 TRANSFORMER PAD

NOTES

1. ALL CONCRETE PADS SHALL BE 3000PSI RATING

2. REINFORCING STEEL SHALL BE ASTM-A615 GRADE 60

3. REINFORCING STEEL SHALL BE SPACED 6" O.C EACH AND AND BE SECURELY TIED

4. MINIMUM CONCRETE COVERAGE OVER REINFORCEMENT STEEL SHALL BE 2"

5. ALL FILL BELOW AND AROUND ELECTRIC UTILITY FIXTURE FOUNDATION PADS SHALL BE SRP 60/40

6. A 2" GAP BETWEEN PAD AND ALL CONDUITS IS REQUIRED FOR PAD ADJUSTMENTS


3"

3"

6"

88"

TOP VIEW

FRONT VIEW

PRIMARY SECONDARY

IN OUT

32" 20"

18" 52" 18"

45"

15"

52 1/2"

16 1/2"

(BACK OF TRANSFORMER)

75"

6" 16 1/2" 52 1/2"

2"

GROUND ROD

GROUND ROD

GROUND ROD

FOR DELIVERED PAD ONLY:


88"

75"

6"

15"

SIDE VIEW


Dwn by:

Dwn No:

1 of 1

DIMENSIONS

GE

UG 31

3District No.

Electrical


NOTES








TOP VIEW

FRONT VIEW

SIDE VIEW

BACK OF TRANSFORMER

PRIMARY SECONDARY

IN OUT

(4) 3/4" Ferrule Loop Inserts

(2 Each Side)

100"

6" 16 1/2" 77 1/2"

77 1/2"

16 1/2"

6"

18"

64"

18"

25" 52" 25"

30" 22"

3"

3"

6"

102"

GROUND ROD

GROUND ROD

2"

GROUND ROD

102"

100"


Dwn by:

Dwn No:

1 of 1

DIMENSIONS

JG

UG 32

3District No.

Electrical


NOTES








84

"

TOP VIEW

6"

84"

FRONT VIEW

84"

7"

SIDE VIEW


3"

(2) 6" Long P3200 Unistrut

7" 18" 59"

17" 50" 17"

50" x 18" Blockout

84"

17" 17"50"

12

"1

2"

60

"


Dwn by:

Dwn No:

1 of 1

DIMENSIONS

GE

UG 33

3District No.

Electrical

84X84 CAPACITOR PAD

NOTES








B CA

4321 4

321 4321

432

1

TOP VIEW

SIDE VIEW

END VIEW

(2) 5/8"S8' GROUND RODS ED3 TO PROVIDE

CUSTOMER TO INSTALL


Dwn by:

Dwn No:

1 of 1

DIMENSION

JG

UG 34

3District No.

Electrical

JUNCTION CABINET

NOTES


2. A 2" GAP BETWEEN PAD AND ALL CONDUITS IS REQUIRED FOR SLEEVE ADJUSTMENTS





3'-0

"

4'-0" (2) Pulling Irons(Recessed In Floor)

2436 Bolt Down GalvanizedFrame and Cover

2'-0

"3'

-0"

3'-4

"1'

-4"

10"

612"2'-11"61

2"

(2) P3200 Unistrut (2'-6")(1 Each Side)

8" Dia. ThruSump Hole In Floor

(4) 10" x 10" Knockouts(2 Each End)

(2) 16" x 16" Knockouts(1 Each End)

3'-1

0"10

"10

"

6"4'

-83 4"

31 4"

5'-6

"

612"1'-11"61

2"

TOP VIEW

End View

Section View

(2) 2 1/2" Dia. Ground Rod Knockouts(Opposite Corners)

ASTM C-857 "MINIMUM STRUCTURAL DESIGNLOADING FOR UNDERGROUND PRECAST CONCRETE

STRUCTURAL NOTES:1. CONCRETE: 28 DAY COMPRESSIVE STRENGTH F'C = 5000 PSI2. REBAR: ASTM A-615 GRADE 603. MESH: ASTM A-185 GRADE 654. DESIGN: ACI-318-99 BUILDING CODE

GENERAL NOTES:1. ALL JOINTS SHALL BE SEALED USING CONSEAL CS-101 BUTYL RUBBER ROPE

UTILITY STRUCTURES"

80 PCF LATERAL SOIL PRESSURE BELOW WATER TABLESOIL: 40 PCF LATERAL SOIL PRESSURE ABOVE WATER TABLE80 PSF LATERAL LIVE LOAD SURCHARGE - UP TO 8'-0" DEPTH

7. WATER TABLE: 5'-0" BELOW GRADE6. SOIL COVER: 0' TO 5' (MAX.)

120 PCF SOIL DENSITY

5. LOADS: HS20 WHEEL LOADING IN OFF-STREET LOCATIONS WHERE NOTSUBJECTED TO HIGH DENSITY TRAFFIC

2. ALL FILL BELOW AND AROUND ELECTRIC UTILITY FIXTURE FOUNDATIONS SHALL BE 60/40 SRP FILL


Dwn by:

Dwn No:

1 of 1

DIMENSIONS

GE

UG 353District No.Electrical

36X48 PULLING VAULT

FOR

REFERENCE

ONLY

(4) P4000 Unistrut (36")

(1 Each Face)

6"

60"

7"

40"

FRONT VIEW

56"

56"

TOP VIEW

(4) Pulling Irons

(1 Each Side)

(2) 2

1

2

" Dia. x 5" Deep

Ground Rod Knockouts

Frame & Cover

56"

47"

31"

73"

12"

30"

(4) 24" x 30" Knockout

(1 Each Face)

4

1

2

"

SIDE VIEW

4

1

2

"

(1) 8" Dia. x 4

1

2

" Deep

Sump Hole in Floor

73"

6" OF COMPACTED CRUSHED

ROCK 3/4" MIN. - 11/2"MAX

CONDUITS

6"


Dwn by:

Dwn No:

1 of 1

DIMENSIONS

GE

UG 36

3District No.

Electrical

56X56 PULLING VAULT

NOTES



3. TOP MUST BE 6" ABOVE STAKED BLUETOP MARKERS


1'-6" 1'-6"

2'-3

"3

'-0

"2

'-9

"

10"1'-6"4'-4"1'-6"10"

1'-4

"4

'-1

0"

8'-4" Inside Length

4" 4"

8'-0

" O

utsid

e H

eig

ht

9'-0" Outside Length

5'-0

" O

utsid

e W

id

th

TOP VIEW

FRONT VIEW

(3) US West Pulling Irons In Base

(4) 1

1

4

" Rocket Inserts

For Cable Pulling Eye Bolts

(1 Each Corner)

(2) 2

1

2

" Dia. x 3" Deep

Ground Rod Knockouts

12" Dia. x 2

1

2

" Deep Sump

With Indent Plastic Grate

3672 Galvanized Double Torsion Door

(8) P4000 Unistrut (4'-0")

(3 Each Side)(1 Each End)

(8) 18" x 18" Knockouts

(4 Each Side)

1'-1

0"


Dwn by:

Dwn No:

1 of 2

DIMENSIONS

JG

UG 37

3District No.

Electrical

60X108 PULLING VAULT


2'-2"

1'-6"

1'-6"

2'-8"

10"1'-6"1'-6"10"

8"

7'-0" Inside H

eight

4"

4"4'-4" Inside Width4"

SIDE VIEW


(2 Each End)

Shallow Top Weight

4,360 lbs.

Riser Weight

5,900 lbs.

Deep Base Weight

5,200 lbs.

2"

4"


Dwn by:

Dwn No:

2 of 2

DIMENSIONS

JG

UG 37

3District No.

Electrical

60X108 PULLING VAULT







7. TOP MUST BE 6" ABOVE BLUETOP MARKERS

NOTES:


5"5'-0"5"

7"1'-6"1'-8"1'-6"7"

2'-0

"1

'-6

"

1'-0

"

1'-6

"2

'-0

"

4'-0

" T

op

H

eig

ht

4'-0

" B

ase

H

eig

ht

10'-0" Inside Length


11'-6" Ribbing Length

5'-0

" In

sid

e W

id

th

5'-1

0" O

utsid

e W

id

th

6'-6

" R

ib

bin

g W

id

th

1'-6

"1

'-6

"

C

L

C

L

TOP VIEW

SIDE VIEW

(8) Pulling Irons

(2 Each Top End)

(2 Each Base End)

(4) 2 1/2" Dia.

Ground Rod

Knockouts In Floor

(2) 332P Covers


(4 Each Wall)

4'-0"4'-0"

4'-2" 2'-10" 6"

(2) Galvanized Steps With

Galvanized Hook Ladders

1'-0

"

6"

(4) 1/2" Dia. Bronze

Grounding Inserts

(2 Each End)

2'-10"1'-1" 1'-1"

6" 2'-10"

(4) P3200 Unistrut (1'-9")

(2 Each End)


Dwn by:

Dwn No:

1 of 2

DIMENSIONS

JG

UG 38

3District No.

Electrical

510 PULLING VAULT


5"10'-0"5"

1'-6"9" 1'-6" 6'-4" 9"

6"

8'-0" O

verall H

eight

6"

7'-0" Inside H

eight

1'-10

1 2

"1'-10

1 2

"1'-10

1 2

"

FRONT VIEW

12" Dia. x 5" Deep Sump Knockout

With Indent And Plastic Grate

(8) P3200 Unistrut (6'-0")

(4 Each Side)

4'-2" 2'-10" 1"

Racking Package

20 - 7 1/2" Hooks

16 - 1/2" Spring Nuts And Bolt

4 - 47 Hole Rack

1" 2'-10"

6" of Compacted Crushed Rock

3/4" Min. - 1 1/2" Max Conduits


Dwn by:

Dwn No:

2 of 2

DIMENSIONS

JG

UG 38

3District No.

Electrical

510 PULLING VAULT







7. TOP MUST BE 6" ABOVE BLUETOP MARKERS

NOTES:



7'-1

1 2" Out

side

Wid

th

10'-0" Inside Length

6'-0

" Ins

ide

Wid

th

TOP VIEW

FRONT VIEW

60" X 61"CLEAR OPENING

(2) 2 1/2" Dia. GroundRod Knockouts In Floor

10'-0"

1'-5"5'-1" 2'-10"

6"

7'-0

"6"

8'-0

"

41 4"

Optional Pedestrian RatedTemp. Cover

5'-9"

5"

1'-1

01 2"

412"2'-0"5'-3"2'-0"41

2"

1'-0

"1'

-81 2"

1'-1

11 2"2'

-6"

(4) P3200 Unistrut (4'-0")(2 Each Side Wall)

1'-0

3 4"

1'-034"

6"

634"2"63

4" 6"

834"

12" Dia. x 5" Deep Sump KnockoutWith Indent For Plastic Grate

6" OF COMPACTED CRUSHEDROCK 3/4" MIN. - 1 1/2" MAXCONDUITS

ELECTRICAL DISTRICT #3- ENGINEERING

SPECIFICATIONS

Date: 11-27-17

Dwn by:

Dwn No:

1 of 2

DIMENSIONS

JG


610 SWITCH VAULT

AutoCAD SHX Text

332P Frame And Cover

5'-0"(4) 1/2" Dia. BronzeGrounding Inserts(2 Each Top End)

6"(4) 1/2" Inserts(2 Each Top End)6"

5'-8"

4'-1

11 2"

412"41

2" 1'-3"2'-0" 2'-0" (8) 24" x 30" Knockouts(2 Each Wall)

3'-0

1 2"(8) Recessed Pulling Irons

(4 Each End)

Galvanized Step WithGalvanized Hook Ladder

Racking Package

20 - 7 1/2" Hooks

8 - 1/2" Spring Nuts And Bolt

4 - 47 Hole Rack

SIDE VIEW


SPECIFICATIONS

Date: 11-27-17

Dwn by:

Dwn No:

2 of 2

DIMENSIONS

JG


610 SWITCH VAULT

1. ALL FILL BELOW ELECTRIC UTILITY FIXTURE SHALL BE 60/40 SRP BACKFILL2. SEE PROJECT DRAWING FOR CONDUIT SIZE AND QUANTITY3. ALL CONDUIT SHALL BE SCHEDULE 404. ALL BENDS SHALL BE 36" RADIUS5. EXCAVATED BASE SHALL INCLUDE 6" LAYER OF 3/4" WASHED ROCK6. WASHED ROCK SHALL HAVE A 3" LAYER OF PEA GRAVEL FOR LEVELING7. TOP MUST BE 6" ABOVE BLUETOP MARKERS

NOTES:

71"

68"

FRONT VIEW

SIDE VIEW

TOP VIEW

71"

5"

68"

(R

2) 9 S

paces @

6" O

.C

.

4

1 2

"4

1 2

"

(R1) 11 Spaces @ 6" O.C.

8"

3 4

"

3/4" x 8" Keyway

Both Sides Of Slab

2"

Typ.

3"

Typ.

Tie #4 Scrap Bars

On Top Of Inserts

As Shown

DETAIL 1

14"

Typ.

40"

Typ.

14"

Typ.


With Scrap Bars

(See Detail 1)

1

1 2

"C

lr.

Typ.

Not To Scale

3/4"

Clr.

6" 59" 6"

52" 8"

3/4" x 6" Keyway

Both Ends Of Slab


Dwn by:

Dwn No:

1 of 1

DIMENSIONS

GE

UG 40

3District No.

Electrical

68X71 VAULT LID

NOTES








6"

156"

144"

6" B6"

A A84" 72"

6" BPLAN VIEW

8"

50"44"

99" 84"

40" 49"

7" 24"x24"x3.5"DEEP THINWALL

KNOCKOUTS(2) EACH LONG

WALL

4

SECTION A-A


SPECIFICATIONS

Date: 7-27-21

Dwn by:

Dwn No:

1 of 2

DIMENSIONS

GE


612 SWITCH VAULT

18"x18"x3.5"DEEP THINWALL

KNOCKOUTS(2) EACH LONG

WALLSECTION B-B


SPECIFICATIONS

Date: 7-27-21

Dwn by:

Dwn No:

2 of 2

DIMENSIONS

GE


612 SWITCH VAULT

1. ALL FILL BELOW ELECTRIC UTILITY FIXTURE SHALL BE 60/40 SRP BACKFILL2. SEE PROJECT DRAWING FOR CONDUIT SIZE AND QUANTITY3. ALL CONDUIT SHALL BE SCHEDULE 404. ALL BENDS SHALL BE 36" RADIUS5. EXCAVATED BASE SHALL INCLUDE 6" LAYER OF 3/4" WASHED ROCK6. WASHED ROCK SHALL HAVE A 3" LAYER OF PEA GRAVEL FOR LEVELING7. TOP MUST BE 6" ABOVE BLUETOP MARKERS

NOTES:

LIG

HT

HE

IG

HT

13'A

B

C

D

E

18'

23'

32'

32'

*

POLE

HEIGHT

LIGHT

HEIGHT

15'

20'

25'

35'

35'

ARM

LENGTH

6'

6'

8'

6'

8'

PO

LE

HE

IG

HT

ARM

LENGTH


Dwn by:

Dwn No:

1 of 1

STREETLIGHT

JG

SL 01

3District No.

Electrical

STANDARD HEIGHTS



3. BLUE-TOP TO BE 3" ABOVE CURB OR SIDEWALK


NOTES:


35°

2

15

16

"

1

7

16

"

1

2

"

4

3

8

"

4

3

4

"

7

8

"

1

4

"

1

4

"

4

1

2

"

1

2

"


Dwn by:

Dwn No:

1 of 1

STREETLIGHT

JG

SL 02

3District No.

Electrical

STANDARD ARM ATTACHMENT


6"

1"

2"

4"

GRADE

60"

24"

24"

GROUNDING PLATE

24"

ST

RE

ET

CU

RB

36"

TO ST LT

J-BOX

ANCHOR BOLTS

(1"X 3')

#6 SOLID CU

GROUND WIRE

4 BOLT

CIRCLE

(10-1/2")

HANDHOLE


Dwn by:

Dwn No:

1 of 1

STREETLIGHT

JG

SL 03

3District No.

Electrical

4 BOLT BASE DECORATIVE





5. ABOVE GROUND J-BOLTS TO BE GROUTED AFTER INSTALLATION

NOTES:


36"

6"

1"

2"

4"

GRADE

60"

24"

24"

GROUNDING PLATE

#6 SOLID CU GROUND WIRE

ANCHOR BOLTS (1"X 3')

24"

JUNCTION

BOX

2"

2"

ST

RE

ET

CU

RB

36"

4 BOLT

CIRCLE

(10-1/2")


Dwn by:

Dwn No:

1 of 1

STREETLIGHT

JG

SL 04

3District No.

Electrical

4 BOLT BASE WITH HANDHOLE






NOTES:


6"

1"

2"

4"

GRADE

60"

24"

24"

GROUNDING PLATE

24"

ST

RE

ET

CU

RB

36"

TO ST LT

J-BOX

ANCHOR BOLTS

(1" 0 X 3'-0")

#6 SOLID CU

GROUND WIRE

4 BOLT

CIRCLE

(10-1/2")


Dwn by:

Dwn No:

1 of 1

STREETLIGHT

JG

SL 05

3District No.

Electrical

4 BOLT BASE WITHOUT HANDHOLE






NOTES:


36" R

6"

GROUNDING PLATE

GROUND WIRE

CONCRETE (CLASS A)ANCHOR BOLTS (1" O X 3'-0")

(2 1/2" SCH 40)

GRADE

1 1/2" GROUT UNDER 1" CHAMFER

CURB

HANDHOLE

HANDHOLES SIDE ARE 90 PERPENDICULAR TO CURB.

2'

3'

HANDHOLE

14" DIA. 3 BOLT PATTERN

JUNCTIONBOX

TO JUNCTION BOX

BOLT HOLES ON THE

ENTIRE BASE

PVC CONDUIT

I

3" CL

5'


SPECIFICATIONS

Date: 3-20-21

Dwn by:

Dwn No:

1 of 1

STREETLIGHT

JG

SL 063District No.Electrical

3 BOLT BASE DECORATIVE

OBSOLETE

A

C

B

D

UNIT DESCRIPTION PART NUMBER

A 18FT 5" ROUND POLE CRB511-18

A 30FT 5" ROUND POLE CRB511-30

B DECORATIVE BASE WDN2093D9MDBZ

C DECORATIVE ARM TRA60

D 116WATT FIXTURE 20A1021APRM2272L5004K73DB

D 70WATT FIXTURE 15A1045PRM2T3965LED4


Dwn by:

Dwn No:

1 of 1

STREETLIGHT

GE

SL 07

3District No.

Electrical

DECORATIVE STREET LIGHT

1. FOUNDATION AND CONDUIT PER ED3 SPEC SL03

2. ALL STRUCTURES TO BE APPROVED BY CITY OF MARICOPA PRIOR TO CONSTRUCTION

NOTES:


Underground Distribution System Design Standards

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Transcript of Underground Distribution System Design Standards