GENERAL TRENCHING NOTES
1. ALL WORK TO COMPLY WITH THE APS TRANSMISSION &
DISTRIBUTION CONSTRUCTION STANDARDS (T.A.D.C.S.)
MANUAL. ALL WORK SHALL COMPLY WITH THE
NECESSARY PERMIT RESTRICTIONS AND
REQUIREMENTS AS PROMULGATED BY THE LOCAL
GOVERNMENTAL AGENCY AND / OR OTHER PUBLIC
REGULATORY
AGENCIES.
2. ALL TRENCHING ACTIVITIES SHALL CONFORM TO
O.S.H.A. REGULATIONS. PROTECTION FOR EMPLOYEES
AND OTHERS PER O.S.H.A. REQUIREMENTS SHALL BE
PROVIDED ON ALL WORK.
3. DENOTES BACKFILL AND COMPACTION PER APS
*SPECIFICATIONS AS DEFINED IN THE 8601 SECTION OF
THE APS T.A.D.C.S. MANUAL.*
4. MAINTAIN MINIMUM 12" VERTICAL SEPERATION
BETWEEN ALL APS FACILITIES (i.e., DUCT BANK,
CONDUIT, AND CABLE) AND ANY EXISTING
UNDERGROUND CONFLICTS. MAINTAIN A MINIMUM OF
24" VERTICAL SEPERATION FROM ANY PROPOSED
UNDERGROUND CONFLICTS.
5. THE USABILITY OF ALL CONDUIT SYSTEMS MUST BE
INSURED. WHERE THE PARTY RESPONSIBLE FOR
INSTALLING THE CONDUIT SHALL BE MANDRELLED.
MANDRELLING SHALL BE PER APS SPECIFICATIONS AS
DEFINED IN THE 8601 SECTION OF THE APS T.A.D.C.S.)
MANUAL.
6. WHERE 8895.MR (PRE-LUBRICATED LINE PULLING FLAT
STRAP) IS TO BE INSTALLED, THEY SHALL BE PROVIDED
BY APS AND INSTALLED BY THE
CONTRACTOR.CAUTION!!! DO NOT ENTER
ENERGIZED APS EQUIPMENT
7.
TRENCH DEPTHS SHOWN ON TRENCH DETAILS ARE
**MINIMUM REQUIREMENTS.
8. REFER TO 8648 FOR MINIMUM TRENCH DEPTH
REQUIREMENTS AT THE APPROACH TO, AND BENEATH
APS PAD-MOUNTED EQUIPMENT AND SUBSTRUCTURES.
THESE MINIMUMS ARE REQUIRED TO ENSURE
ADEQUATE VERTICAL SPACE IS AVAILABLE TO INSTALL
THE CONDUIT SWEEPS. CONDUIT SWEEPS SHALL NOT
BE CUT-OFF TO FACILITATE INSTALLATION.
9. THE TRENCH BOTTOM SHALL BE SMOOTH, FLAT AND
WITHOUT SURFACE IRREGULARITIES, OTHERWISE A
SUFFICIENT AMOUNT OF BEDDING MATERIAL SHALL BE
INSTALLED TO PROVIDE THE REQUIRED SURFACE. THE
BEDDING MATERIAL SHALL NOT CONTAIN ROCKS
LARGER THAN 1-1/2" IN THEIR GREATEST DIMENSION
FOR RIGID CONDUIT SYSTEMS. THE BEDDING MATERIAL
SHALL CONTAIN A SUFFICIENT VOLUME OF FINES TO
FILL ALL VOIDS.
10. CONTRACTOR SHALL NOT TRENCH CLOSER THAN 2' TO
APS ENERGIZED FACILITIES (EXCEPT 4' TO POLES)
UNLESS AN APS REPRESENTATIVE IS PRESENT.
11. WHEN PASSING OVER OR UNDER CONFLICTS, TRENCH
NOT TO BE SLOPED STEEPER THAN 1:12 RATIO OR
MINIMUM RADIUS OF 160 TIMES THE OUTSIDE DIAMETER
OF THE CONDUIT.
12. TRENCH WIDTHS SHOWN ARE MINIMUM REQUIREMENTS
BASED ON CONDUIT SIZES. WHERE A WORKMAN MUST
ENTER THE TRENCH, WIDTHS SHALL BE INCREASED
PER 8620.
13. INSTALL SHADING AS NECESSARY PER SPEC 8601,
ITEMS 5 & 6.
AS-BUILT
AS WITH
RESPONSIBLE
DRAWN REDLINES
PERSON
TRENCH & CONDUIT
OH FACILITIES
UG FACILITIES
STREET LIGHTS
OTHER WORK
FINAL JOB PACKAGE REVIEW
DATE
WARNING!!!
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
WA538812 - 3RD STREET ROOSEVELT TO INDIAN SCHOOL ROAD
ISSUED FOR
CONSTRUCTION
Sheet 4
Sheet 10
Sheet 6
Sheet 2
Sheet 3
Sheet 5
Sheet 11
Sheets 7,8 & 9
VICINITY MAP
APS GENERAL CONSTRUCTION NOTES
(602) 437-1676 TEL. (602) 437-1564 FAX
(TOR) 12/10/2020
1. ALL WORK PERFORMED TO BE IN ACCORDANCE WITH THE
LATEST REVISION OF APS TRANSMISSION AND DISTRIBUTION
CONSTRUCTION STANDARDS.
2. USE INHIBITOR ON ALL ELECTRICAL CONNECTIONS PER T&D
SPEC: 2005.
3. PRIOR TO MAKING THE CONNECTION (LEADS & POWER GRIPS),
COAT CONDUCTOR WITH INHIBITOR, APN 72403040, .
(PRODUCT-HM56). AND WIRE BRUSH BEFORE CRIMPING IN
PLACE
4. SUBSTATION INHIBITOR, APN 72403045, IS A NON GRIT TYPE
INHIBITOR FOR USE ON FLAT PAD CONNECTIONS (LEAD LUGS &
FUSE UNIT TERMINAL PADS). BOLTED CONNECTIONS ONLY! DO
NOT USE FOR COMPRESSION CONNECTIONS.
5. VERIFY PROPER FACILITIES GROUNDING, ON SYSTEMS
WITHOUT SYSTEM NEUTRAL. IF NEEDED INSTALL SECOND
GROUND PER METHODS 1162 AND SPEC 2426.
6. EQUIPMENT USED INCLUDING BUT NOT LIMITED TO: LINE
TRUCK, POLE TRAILER, AUGER AND BUCKET TRUCK.
7. CONTACT INFORMATION: PROJECT MANAGER
TOTAL TRENCH ( ft ):
293'
TOTAL TRENCH IN R/W ( ft ): 293'
APS UTILITIES KEY
CITY OF PHOENIX GENERAL NOTES
FOR UTILITY CONSTRUCTION
1. ALL UTILITY CONSTRUCTION SHALL CONFORM TO
THE LATEST MARICOPA ASSOCIATION OF
GOVERNMENTS (MAG) UNIFORM STANDARD
SPECIFICATIONS AND DETAILS FOR PUBLIC WORKS
CONSTRUCTION, AND THE CITY OF PHOENIX
SUPPLEMENTS TO MAG.
2. ALL WORK PERFORMED IN THE CITY OF PHOENIX
RIGHTS-OF-WAY SHALL BE GOVERNED BY THE
LATEST EDITION OF THE CITY OF PHOENIX TRAFFIC
BARRICADE MANUAL.
3. THIS SET OF PLANS WAS REVIEWED BY THE CITY OF
PHOENIX UTILITY COORDINATION SECTION IN
COMPLIANCE WITH CITY REQUIREMENTS. HOWEVER,
SUCH REVIEW SHALL NOT PREVENT THE CITY FROM
REQUIRING CORRECTION OF ERRORS FOUND TO BE
IN VIOLATION OF ANY LAW, ORDINANCE OR CITY OF
PHOENIX REQUIREMENT FOR UTILITY
CONSTRUCTION IN THE RIGHTS-OF-WAY.
4. THE CONTRACTOR SHALL HAVE A COPY OF THE
APPROVED/STAMPED CONSTRUCTION PLANS AND
APPROVED TRAFFIC CONTROL PLAN AT THE
PROJECT SITE AT ALL TIMES.
5. ALL UTILITIES CROSSING STREETS MUST BE BORED
OR PUNCHED UNLESS PERMISSION TO OPEN CUT
HAS BEEN GIVEN IN WRITING BY THE CITY
ENGINEER.
6. BEFORE STARTING ANY WORK ON A MAJOR OR
COLLECTOR STREET, THE UTILITY COMPANY SHALL
SCHEDULE A PRECONSTRUCTION MEETING WITH
THE CITY OF PHOENIX STREET TRANSPORTATION
DEPARTMENT'S UTILITY INSPECTION SECTION.
7. THE CITY OF PHOENIX DOES NOT WARRANT ANY
QUANTITIES SHOWN ON THESE PLANS.
8. UTILITY COMPANIES ARE TO COORDINATE ALLEY
WORK WITH THE REFUSE SECTION.
9. THE UTILITY COMPANY SHALL CONTACT THE CITY OF
PHOENIX STREET TRANSPORTATION DEPARTMENT'S
UTILITY INSPECTION SECTION A MINIMUM OF 48
HOURS IN ADVANCE OF STARTING WORK, GIVING
LOCATION AND PERMIT NUMBER IN ORDER TO
SCHEDULE INSPECTIONS.
10. ALL WORK REQUIRING ASPHALT REPLACEMENT,
CONCRETE REPLACEMENT, OR RESURFACING
ALLEYS IN THE CITY OF PHOENIX RIGHT-OF-WAY
WILL REQUIRE A FINAL INSPECTION WITH THE
UTILITY COMPANY REPRESENTATIVE AT TIME OF
COMPLETION.
11. MAINTAIN A MINIMUM SIX (6) FEET HORIZONTAL
SEPARATION AND ONE (1) FOOT VERTICAL FROM ALL
WATER AND SEWER MAINS, ALL MEASUREMENTS
OUTSIDE TO OUTSIDE.
12. CITY OF PHOENIX UTILITY INSPECTION SECTION
RESERVES THE RIGHT, AT THEIR DISCRETION, TO
REQUEST A LAND SURVEY OF THE PROPOSED
IMPROVEMENTS, RUNNING LINE AND RIGHT-OF-WAY
PER MAG SECTION 601.2.3 AND 608.4.3.
EXISTING
PROPOSED
W
S
G
SD
IRR
TS
T
CATV
FO
WATER
SEWER
GAS
STORM DRAIN
IRRIGATION
TRAFFIC SIGNAL
TELE
CATV
FIBER
W
S
G
SD
IRR
TS
T
CATV
FO
UG ELECTRIC NOMINAL TRANSMISSION (69KV)*
UG ELECTRIC NOMINAL PRIMARY (12,470/7,200V)*
UG ELECTRIC NOMINAL SECONDARY/SERVICE (120/240V)*
OH ELECTRIC NOMINAL TRANSMISSION (69KV)*
OH ELECTRIC NOMINAL PRIMARY (12,470/7,200V)*
OH ELECTRIC NOMINAL SECONDARY/SERVICE (120/240V)*
CONDUIT
TRENCH RUNNING LINE
* UNLESS OTHERWISE NOTED
APS SYMBOLS LEGEND
EXISTING PROPOSED
EQUIPMENT EQUIPMENT
DESCRIPTION
- PADMOUNTED TRANSFORMER
S
S
- SWITCHING CABINETS
J
J
- 1Ø SWITCHING CABINET
- OH/UG CAPACITOR BANK
- J-BOX / PULL BOX
- MANHOLES
-OH TRANSFORMER
-OH SWITCH (KPF)
- APS OWNED POLE
- APS OWNED STEEL POLE
- APS OWNED JOINT USE POLE
- DIP (TRANSITION) POLE
- STREET LIGHT
- DUSK TO DAWN LIGHT
DATA MODIFIED PER FIELD CONDITIONS
T 2N R 3E Sec 29 SE 1/4 MAP# 15-28
T 2N R 3E Sec 32 NE 1/4 MAP# 14-28
T 1N R 3E Sec 5 SE 1/4 MAP# 11-28
T 1N R 3E Sec 5 SW 1/4 MAP# 11-27
CONTACT: Bobby Garza
PHONE:
PGR/MOBILE:
INSPECTOR:
Contact Arizona 811 at least two full PHONE:
working days before you begin excavation
PGR/MOBILE:
3RD STREET ROOSEVELT
TO INDIAN SCHOOL RD
Call 811 or click Arizona811.com
WO#:
WA538812
DATE: July 2020
BY:
TOR
SCALE: NTS
FILENAME: WA538812 FINALSHEET 1 OF 11