WA614890_-_PRELIM_DESIGN_0004.pdf

N3422

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CUSTOMER TO

LOCATE DIRECT BURY

LINE, HAND DIG,

PROVIDE SPLICE PIT

3'X3'X2'

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1-UA4/0B (4")

+C4" (PER

CUSTOMER

DRAWINGS)

±95'

TO N3423

INSTALL1

LU3092

(2 LOCATIONS)

INSTALLWI

6220.UA4/0B(120)

LU8162(120)

DATA MODIFIED PER FIELD CONDITIONS

VICINITY MAP

MOBILE:

INSPECTOR:

PHONE: MOBILE:

CONTACT:

PHONE:

BRADY HORN

480-296-9505

KEVIN HARTIGAN

602-663-7194

FILE:

BY:

SCALE: SHEET

DATE:

OF

06/15/2021

BRADY H

1:30

APSCAD.DWT

1 1

NPS - GC

PHANTOM RANCH SVC RE-ROUTE

WA614890

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CATV CATV

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EXISTING PROPOSED

UTILITIES KEY

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IRR

SD

WATER

SPARE CONDUIT

OH SECONDARY/SERVICE (120/240V)*

OH PRIMARY (12,470/7,200V)*

OH TRANSMISSION (69KV)*

UG SECONDARY/SERVICE (120/240V)*

UG TRANSMISSION (69KV)*

UG PRIMARY (12,470/7,200V)*

* UNLESS OTHERWISE NOTED

TRENCH RUNNING LINE

SEWER

GAS

STORM DRAIN

IRRIGATION

TRAFFIC SIGNAL

TELCO

CABLE TV

FIBER

OH TRANSFORMER

OH SWITCH (KPF)

OH/UG CAPACITOR BANK

APS OWNED JOINT USE POLE

STREET LIGHT

J-BOX / PULL BOX

MANHOLES

APS OWNED POLE

APS OWNED STEEL POLE

APS SYMBOL LEGEND

PADMOUNT TRANSFORMER

SWITCHING CABINETS

EXISITING PROPOSED

S S

DUSK TO DAWN LIGHT

1Ø SWITCHING CABINETJ J

DIP (TRANSITION) POLE

DATE DESCRIPTION BY

REVISION

QUARTER SECTION GRID DATA

1/4SecT R MAP#31.0N 03.0E 05 SW aps

Call 811 or click Arizona811.com

Contact Arizona 811 at least two full working days before you begin excavation

COORDINATE WITH WO#

Curbs and Sidewalks

SIDEWALKS AND CURBS INSTALLED PRIOR TO THE

COMPLETION OF APS CONSTRUCTION, WHICH MAY

INTERFERE WITH APS CONSTRUCTION, WILL BE

REPAIRED AT CUSTOMER'S EXPENSE.

Revisions

THERE WILL BE A CHARGE TO THE CUSTOMER FOR

CHANGES MADE AT THE REQUEST OF THE CUSTOMER TO

THE FINAL DESIGN.

Easements

TRENCH, CONDUIT, AND ANY OTHER FACILITIES

INSTALLED PRIOR TO OBTAINING EASEMENTS IS AT THE

RISK OF THE CUSTOMER. IF THE FINAL DESIGN MUST

CHANGE BECAUSE EASEMENTS CANNOT BE GRANTED,

THE CUSTOMER IS RESPONSIBLE FOR ALL COST AND

INSTALLATION ASSOCIATED WITH THE CHANGE.

Permits

APS WILL SUBMIT PERMITS. CONTRACTOR MUST SHOW

PROOF OF BOND AND SIGN PERMITS PRIOR TO STARTING

WORK.

Existing Underground Electric Lines

THE LOCATION OF LINES IS APPROXIMATE AND THE

AS-BUILT LOCATIONS IN THE FIELD MAY BE DIFFERENT.

CUSTOMER TO PROVIDE & INSTALL:

GENERAL CONSTRUCTION NOTES

STAKING PROPERTY CORNERS WITH OFFICIAL SURVEY

CAPS, ELEVATIONS AND GRADES. THERE IS A RESTAKING

FEE IF RESURVEYING IS REQUIRED DUE TO APS SURVEY

STAKES BEING DESTROYED IN THE FIELD.

ALL APPROVED TRENCH & CONDUIT MATERIALS

IN COMPLIANCE WITH THE A.P.S. TRENCH AGREEMENT &

THE TRANSMISSION & DISTRIBUTION CONSTRUCTION

STANDARDS, UNLESS OTHERWISE NOTED.

EQUIPMENT PADS (EXCEPT 3-PHASE TRANSFORMER

PADS), J-BOXES, PULL BOXES, FLAT STRAP AND

MANHOLES UNLESS NOTED OTHERWISE. PLEASE

CONTACT CSR TO ARRANGE TO PICK UP YOUR MATERIAL.

2.

1.

1.

APS TO PROVIDE, CUSTOMER TO INSTALL

APPROVED AS

DESIGNED

APPROVED AS

RED LINED

REVISION

REQUIRED

ANY DESIGN CHANGES TO FINAL DRAWINGS ARE

SUBJECT TO A HOURLY REDESIGN FEE.

(ie: REPLAT OR CUSTOMER CHANGES)

NOTE:

DATEDEVELOPER

SIGNATURE

PRELIMINARY

NOT APPROVED FOR CONSTRUCTION

07/07/21 BRADY H

ALL DATA CONTAINED IN THIS DRAWING WAS BASED

ON INFORMATION AVAILABLE AT THE TIME OF IT'S

PREPARATION. APS NEITHER ENCOURAGES

RELIANCE ON, NOR WARRANTS, THE ACCURACY OF

THE DRAWING. PLEASE CALL BLUE STAKE BEFORE

DIGGING OR TRENCHING. FAILURE TO CONTACT

BLUE STAKE MAY RESULT IN VIOLATIONS OF A.R.S.

SS 40-360.21 AND 40-360.22A

WARNING!!!

0'

SCALE: 1" = 30'

15' 30'

TOTAL TRENCH IN R/W(ft):

TOTAL TRENCH (ft): 95'

0'

SECONDARY

CODE TYPE REMINST

WIRE DATA

ABAND

6220.UA4/0B 120' 0' 0'

JOINT USE TRENCH DETAILS

MAINTAIN 2FT VERTICAL SEPARATION BETWEEN TOP OF CONDUIT AND BOTTOM OF UTILITY CROSSING APS CONDUITS, FOR

FUTURE UTILITY INSTALLATIONS OF STORM DRAINS, WATER LINES, ETC. MAINTAIN 1FT VERTICAL SEPARATION BETWEEN

APS CONDUITS AND UTILITIES BEING CROSSED. ALSO MAINTAIN A MINIMUM COVER OF AT LEAST 36" FROM FINAL GRADE

FOR APS CONDUITS. TRENCH DEPTH MAY BE DEEPER WHEN APPROACHING APS EQUIPMENT. SEE APS TRANSMISSION AND

DISTRIBUTION CONSTRUCTION STANDARDS SPECIFICATION 8601 AND 8648 FOR MORE DETAIL.

TRENCH DEPTH MAY BE REDUCED UTILIZING APS RANDOM LAY REQUIREMENTS (REFER TO SPECS 8601& 8610) CHECK

WITH OTHER UTILITIES FOR HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS.

* ALL SERVICE CROSSINGS IN CITY & COUNTY R/W TO MAINTAIN 36" MINIMUM COVER.

**CHECK WITH OTHER UTILITIES FOR HORIZONTAL SEPARATION REQUIREMENTS & VERTICAL SEPARATION

REQUIREMENTS.

12"

REQUIRED

BEDDING

*APPROVED

STREET

FINAL

SIDE

GRADE

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ES-4"(2)

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CONSTRUCTION NOTES:

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AutoCAD SHX Text

1-UC002Z-ABAND-A