R-02-09-26-11D6 - 9/26/2002REM
OTY
DESCRIPTION
TSWREF
CU
MU
1
6
63 REBAR,10' DIAMETER 600*, r OVERLAP
314470
317621
--
SIF25
2
4
*5 REBAR, STRAIGHT, 60' LONG
3
4
ANCHOR BOLT, GALV. r SUPPLIED 25 5 30' POLES AND 114'
44
SUPPLIED V480' POLES ..
4
A8 RFOC
CONCRETE FOUNDATION TUBE, 24' DIAMETER
313841
303244
5
AS 5665
CONDOR, PVC OR PEC INOT IN FOUNDATION AUNT
6
.5 LB
WIRE, Y6 COPPER, SOUD
7
1
GROUND, POLE BUTT WIRE COIL
8
A6 sox
CONCRETE
213 — 330
12 - 01
FINISHED
GRADE
0
TRENCH
BOTTOM
0
NOTE 6
STREET LIGHT FOUNDATION
25',30' & 40' SQUARE STEEL POLE
40' M.H. ROUND STEEL POLE
T
�— r —r
SECTION " A — A "
_ _ _ A c.
�p PR OJECTION
I 3" PROJECTION
1 AS REO'D
A P P R O V E D B Y
213 — 330
D - 01
24"
MIN
NOTES:
1. CONCRETE TD BE MINIMUM
3000 PSI AT 28 DAYS. (6 SACK)
MAXIMUM AGGREGATE 3'4' TOP OF
FOUNDATION TO BE TROWELED TO
A FLAT AND LEVEL SURFACE
AVOID EXCESSIVE TROWELING.
CONCRETE TO SET A MINIMUM
OF 72 HOURS BEFORE POLE
INSTALLATION.
2. REBAR HOOPS ARE TIED BEGINNING
SEE NOTE 3 3' BELOW TOP OF CONCRETE FORM
AND ARE REPEATED AT APPROXIMATE
3" 6 " 1' INTERVALS TO BOTTOM OF
MAX FOUNDATION.
3. r ANCHOR BOLTS TO BE SUPPLIED
WITH 25 & 30' POLE. 114' ANCHOR
BOLTS TO BE SUPPLIED WITH 4
POLE. USE TEMPLATE FURNLSNED BY POLE
MANUFACTURER FOR ALIGNING ANCHOR
BOLTS. PROJECTION OF 3' ON 25 IL
30' SQUARE AND 3 sr ON 40'
SQUIRE AND ROUND POLES.
4. CONCRETE FORM OF SONOTUBE TO
EXTEND 7O BOTTOM OF TRENCH OR
AS NEEDED.
5. PROVIDE MINIMUM 24' GROUND WIRE
PIGTAIL OUT OF CONCRETE FOR
CONNECTION TO POLE.
6. A MINIMUM OF 1Y OF BARE 06 SO CU
WIRE TO BE PLACED IN 8OT7OM OF
HOLE AND COVERED WRH Y OF DIRT
7. IF SOIL HAS BEEN 0151110BE0. EXTEND
FOUNDATION BY DEPTH OF DISTURBED
SOIL,
8. FOR POLE FOUNDATIONS LARGER THAN
40' NOMINAL MOUNTING HEIGHT, CONTACT
DISTRIBUTION STANDARDS
® lxU
1301E•4018110R,
ITEM
QTY I
DESCRIPTION
TSW REF
CU
MU
1 1
!
BOX. SECONDARY 12" X 12" X 12"
3--306
SLSCB
1
Y
8
213 - 120
L
DRAIN HOLE
FOR INSERT
10 -05 SECONDARY CONNECTION BOX
PLAN
WITH COVER REMOVED
143'4"
INSERT FOR STD. 3 - 16NC X 1 V2"
PENTAGON HEAD LOCKING BOLT
LIGHTING AND TRAFFIC CONTROL 213 - 120
143'4"
12 3/ 4"
NOTES:
1. FOR USE WHEN CONDUCTOR SI2E AND NUMBER OF TERMINATIONS WARRANT. USES
INCLUDE STREET LIGHTING, AREA LIGHTING, TRAFFIC CONTROL. IRRIGATION SYSTEMS. ETC.
2. 1-10 (LIGHT VEHICULAR TRAFFIC LOADING).
3. REPLACEMENT COVER TSN IS 326507.
APPROVED BY Thr(T;`TTl
LIFTING SLOT
7E/ELECTRIC
NON -SKID SURFACE
COVER - TOP VIEW
10 -95
Mayor
Nyle Max dell
Mayor Pro -tem
Tom Nielson
Council Members
Alan McGraw
Carrie Pitt
Scot Knight
Isabel Gallahan
Gary Coe
City Manager
Robert L. Bennett, Jr.
City Attorney
Stephan L. Sheets
ROUND ROCK, TEXAS
PURPOSE. PASSION. PROSPERITY.
October 21, 2002
Mr. Paul Elkins
Engineering Analyst
Oncor Energy Delivery Company
3110 North IH 35
Round Rock, TX 78681
Dear Mr. Elkins:
City Secretary
Enclosure
The Round Rock City Council approved Resolution No. R- 02- 09 -26-
11D6 at their regularly scheduled meeting on September 26, 2002.
This resolution approves an Agreement for electrical services with
Oncor Energy Delivery Company, for the A.W. Grimes Boulevard,
Phase I Street Lighting Project.
Enclosed is a copy of the resolution and original Agreement for your
files. If you have any questions, please do not hesitate to contact Tom
Word at 218 -5562.
Sincerely,
ct� an
Christine R. Martinez
CITY OF ROUND ROCK 221 East Main Street • Round Rock. Texas 78664
Phone: 5i12i8.540o • Fax: 512 218.7097 • www_ci.round•rock.tx. us
RESOLUTION NO. R- 02- 09 -26- 1 ) Dip
WHEREAS, the City of Round Rock desires to retain electrical
services for the A. W. Grimes Boulevard, Phase I Street Lighting
Project, and
WHEREAS, Oncor Energy Delivery Company has submitted an Agreement for
electrical services to provide said services, and
WHEREAS, competitive bids were not necessary for this project
because it is for utility related items that are available from only one
source, namely Oncor Energy Delivery Company, and
WHEREAS, the City Council desires to enter into said agreement
with Oncor Energy Delivery Company, Now Therefore
BE IT RESOLVED BY THE COUNCIL OF THE CITY OF ROUND ROCK, TEXAS,
That the Mayor is hereby authorized and directed to execute on
behalf of the City an Agreement for electrical services with Oncor
Energy Delivery Company, for the A. W. Grimes Boulevard, Phase I Street
Lighting Project, a copy of said agreement being attached hereto as
Exhibit "A" and incorporated herein for all purposes.
The City Council hereby finds and declares that written notice of
the date, hour, place and subject of the meeting at which this
Resolution was adopted was posted and that such meeting was open to the
public as required by law at all times during which this Resolution and
the subject matter hereof were discussed, considered and formally acted
upon, all as required by the Open Meetings Act, Chapter 551, Texas
Government Code, as amended
RESOLVED this 26th day of September, 2002.
0 : \ wdo x \RESOL \R2092606 /rmc
CHRISTINE R. MARTINEZ, City Secf/etary
2
MAXWELL, Mayor
ity of Round Rock, Texas
August 28, 2002
Mr, Tom Word
Transportation Services Director
City of Round Rock
2008 Enterprise Drive
Round Rock, Texas 78664
Re: Electric Facilities Extension for A.W. Grimes Blvd. Phase 1 Street Lighting.
Dear Mr. Word:
Paul B. Elkins
Engineering Analyst, Sr.
Project Management & Design Services
Oncor
Energy Delivery Company
South Region
3110 North IH 35
Round Rock, Texas 78681
Tel 512 310 -3881
Fax: 512 310 -3819
Cell: 512 -750 -6774
paul.elkins @oncorgroup.com
The City of Round Rock ( "Customer") has requested that Oncor Electric Delivery Company ( "Company") provide street
lighting facilities sufficient to provide underground electric service to 42 -250 watt BPS street lights on 40 foot anchor base poles
along both sides of A.W. Grimes Blvd between St. Hwy. 45 and Gaits School Road. The project is scheduled to begin the week of
September 9`" and be complete by October 15 provided that all material necessary for project arrive on time and no problems occur
with the Customer installed facilities.
Pursuant to Company's Tariff for Retail Delivery Service, Customer is responsible for $ 84,745 as payment for the
Customer's portion of the cost of installation of Company's additional electric delivery facilities, such payment to be and remain the
property of the Company. Customer's payment in full is due upon receipt of invoice to be sent at completion of project. A detail of
this cost is attached.
Company at all times shall have title to and complete ownership and control over said facilities.
Customer is responsible for providing, underground conduit raceway per Companies specifications. Company to provide and
install at cost of Customer the concrete light pole foundations and conduit raceway connection to foundations.
This agreement supersedes all previous agreements or representation, either written or oral, between Company and Customer
made with respect to the matters herein contained, and when duly executed constitutes the agreement between the parties hereto and is
not binding upon Company unless and until signed by one of its duly authorized representatives. A description of charges is attached
to this document.
This agreement and the costs set forth therein, if not accepted within 30 days of the date of this letter, will be of no force and
effect. Acceptance shall consist of delivery of an executed copy of this agreement to Company along with Customer's payment as set
forth above.
Paul Elkins
If the City of Round Rock agrees to the conditions set forth in this agreement, please execute both original copies and return one
executed copy to me with your payment $ 84,745. The additional copy is for your files.
Signature Title
Name Date
EXHIBIT
nAn
Item Quantity Unit Price Line Totals
40 foot round anchor base street light standards
42
$980.00
$41,160
Precast foundations 14 " bolt circle
42
$252.00
$10,584
Trench and 1" conduit
210
$5.58
$1,172
Breakaway Bases
42
$411.57
$17,286
Sub Total
$70,202
Gross up
$14,543
Total
$84,745
Summary of Cost
A.W. Grimes Streetlighing Phase One
July 24, 2002
Michael Thane
City of Round Rock
2008 Enterprise Drive
Round Rock, Texas 78664
Re: Oncor Design & Specifications for A.W. Grimes Street Lighting Phase 1
Dear Michael:
Paul B. Elkins
Engineering Analyst, Sr.
Project Management 8 Design Senioes
Oncor
Energy Delivery Company
South Region
3110 North II-135
Round Rods, Texas 78681
Tel 512 310 -3881
Fax 512 310 -3819
Cell: 512-750-6774
paul.elkins @oncorgroup.com
Enclosed are copies of our layout and specifications for the above referenced project. Due to most of the
conduit being installed with no Oncor inspection 1 will need a letter from signed by both City of Round Rock
and Austin Traffic Signal guaranteeing the depth of the conduit to meet attached specifications. Also the
conduit installed by Austin Traffic Signal will be required to install 1 /8" pull string in all conduits as
specified this should help validate the integrity of the conduit.
Your contractor will be responsible for the following requirements:
• Materials and workmanship must be inspected by Oncor prior to any cover -up
• Contact Mr. Paul Elkins at (512) 310 -3881 to schedule your inspection.
• A twenty-four (24) hour advance notice is needed for scheduling the inspection.
• Your contractor must have the attached specifications in possession at the time of inspections.
Failure by your contractor to comply with these requirements will delay the inspection process.
Once accepted, all facilities will become the property of Oncor. You will be held responsible for repair or
replacement of these materials for a period of two years.
If you have any questions, please feel free to call me at (512) 310 -3881
Paul
Enclosures
SPECIFICATIONS FOR
ELECTRICAL
UNDERGROUND
DISTRIBUTION SYSTEMS
FROM OVERHEAD
TRANSFORMATION,
GENERAL SERVICE
ACCOUNTS
DDS-4 OH
REV.3 DATE 02 -02
SECTION 1- SCOPE Page 1
SECTION 2- REFERENCES Page 1
SECTION 3- DEFINITIONS Page 1
SECTION 4- GENERAL Page 1
SECTION 5- COMPANY RESPONSIBILITY Page 2
SECTION 6- CONTRACTOR RESPONSIBILITY Page 3
SECTION 7- ACCEPTANCE
Page 5
r
ONCOR ELECTRIC DELIVERY COMPANY
SPECIFICATIONS FOR ELECTRICAL UNDERGROUND DISTRIBUTION SYSTEMS
FROM OVERHEAD TRANSFORMATION, GENERAL SERVICE ACCOUNTS
SPECIFICATION NUMBER DDS-4 OH
ATTACHMENTS:
DDS-4 OH Detail Sheets 1- 7
Copyright 2002 Oncor Electric Delivery Company. All rights reserved.
TABLE OF CONTENTS
ONCOR ELECTRIC DELIVERY COMPANY
SPECIFICATIONS FOR ELECTRICAL UNDERGROUND DISTRIBUTION SYSTEMS
FROM OVERHEAD TRANSFORMATION, GENERAL SERVICE ACCOUNTS
SPECIFICATION NUMBER DDS-4 OH
1. SCOPE
This document represents the minimum requirements and specifications for the
installation of the electrical underground distribution systems fed from overhead
transformation serving General Service Accounts to be transferred to Oncor Electric
Delivery Company ownership.
2. REFERENCES
This specification shall be used in conjunction with the latest revision of the following
publications.
2.1 The Electric Service Guidelines, Oncor Electric Delivery Company.
3. DEFINITIONS
4. GENERAL
3.1 Company: Oncor Electric Delivery Company and its designated representatives.
3.2 Contractor: Individual or firm installing electric underground service for General
Service Accounts.
3.3 Authority Having Jurisdiction: Generally an incorporated City or Town, but may be
an agency of the County, State or Federal Government.
3.4 Point of Delivery: The point where Company's conductors are connected to
premise's conductors, typically at the meter socket or service enclosure.
4.1 The latest edition of all applicable building and safety codes shall be followed in the
installation of the electrical underground distribution system. Included, but not
limited to, are the:
4.1.1 Local City Building and Fire Codes or any other applicable codes for a
particular project location
Copyright 2002 Oncor Electric Delivery Company. All rights reserved.
1
4. GENERAL (continued)
4.1.2 National Electrical Safety Code (NESC)
4.1.3 U.S. Occupational Safety and Health Act of 1970 (OSHA)
4.1.4 The American Concrete Institute (ACI)
4.1.5 The American Society for Testing and Materials (ASTM)
4.2 Upon receipt of all necessary information from the Contractor, a project sketch
showing the route of the conduit line and other pertinent information will be
furnished by the Company.
4.3 Prior to construction a meeting shall be held to discuss and coordinate construction
and inspection.
4.4 The Company will require a signed easement at no cost or a filed plat incorporating
Company easement requirements prior to the Company installing any electrical
facilities.
4.5 Joint use ditch will be determined by the Company on an individual basis.
4.6 No electrical facilities shall be connected by the Company until after the final
inspection is made and approval by the Authority Having Jurisdiction, as required
by code, has been received.
5. COMPANY RESPONSIBILITY The following shall be performed by, and the
responsibility of, the Company:
5.1 The Company inspector is to inspect all conduit installations prior to the placing of
backfill.
5.2 The Company inspector is responsible for all field changes and coordinates changes
with the local Engineering office.
5.3 After approval of the installed conduit system by the Company inspector, and after
the Contractor has signed all appropriate contracts, agreements, easements and has
paid any required CIAC (contribution in aid of construction), the Company shall
install service lateral cables up to the line side of the point of delivery.
Copyright 2002 Oncor Electric Delivery Company. All rights reserved.
2
5. COMPANY RESPONSIBILITY (continued)
5.4 Upon notification of final electrical inspection from the Authority Having
Jurisdiction, the Company is to make final electrical connections at the point of
delivery.
6. CONTRACTOR RESPONSIBILITY- The following shall be performed by, and the
responsibility of, the Contractor:
6.1 The Contractor is to provide the Company a Site Plan, a Dimension Control Plan,
an Elevation Plan, a Grading Plan and loading information.
6.2 The Contractor is to coordinate with the Company inspector for inspection of work
prior to backfilling.
6.3 The Contractor is to provide personnel and vehicular access to the facility at all
times.
6.4 The Contractor is to be held responsible for the full direction and supervision of all
work being performed by his employees, agents or contractors. The Contractor shall
also be responsible for the area at all times prior to acceptance, particularly in the
prevention of damage to the electrical distribution system by the activities of other
trades and utilities.
6.5 All testing of concrete and backfill which is deemed necessary by the Company is to
be performed by an independent testing laboratory at the Contractor's expense.
6.6 The Contractor is to replace at his expense any damaged equipment or work not in
compliance with the requirements in these specifications, the project sketch, the
DDS -4 OH Detail Sheets or as specified by the Company.
6.7 The Contractor is to furnish equipment and labor to lay out ditch, set grade, dig
ditches, place conduit in ditch and place electrical connection boxes. The line shall
run in as straight alignment as practicable. All conduit and bends (Schedule 40
PVC, Schedule 80 PVC and Rigid Steel) shall be electrical grade. All PVC conduit
and bends shall be gray in color. PR.:.wR 6c..os , erewSrrrc 3G ".Pn.o.
St CSr^. Qr....,j .Scrs fro PvL
6.8 The Contractor may be required to furnish aare conduit in the same ditch with
service lateral conduit(s) and cap both ends at bends.
6.9 The Contractor is to complete rough site grading, establish final grade and clear all
obstructions. Any change in final grade which requires the lowering or raising of
electrical conductors or associated equipment is at the expense of the Contractor.
Copyright 2002 Oncor Electric Delivery Company. All rights reserved.
3
6. CONTRACTOR RESPONSIBILITY (continued)
6.10 Minimum vertical crossing clearance of electrical conduits from other utilities'
conduits is twelve (12) inches.
6.11 A lateral separation of five (5) feet from electrical conduits to other utilities'
conduits is required on private property.
6.12 Backfilling of conduit trenches under paved areas and around conduit bends at riser
poles is to be compacted to 95% of the density of surrounding undisturbed soil as
per ASTM D 698. Stabilization must be uniform to bottom of ditch.
6.13 The Contractor is to pull a mandrel through each conduit to check and clear
blockage and leave a minimum 1/8 inch nylon pulling cord in each conduit (cord
and mandrel furnished by Contractor). Conduit shall be plugged at both ends.
6.14 Approved self - contained meter sockets are to be provided and installed by the
Contractor. Transocket meter bases and service enclosures (when required) are to
be provided by the Company and installed by the Contractor. Reference the Electric
Service Guidelines for approved self- contained meter sockets.
6.15 For single occupant, C. T. metered general service accounts fed from overhead
transformation, the Contractor is to provide and install the underground raceway to
the riser pole. The Company shall provide, install, connect and maintain the service
lateral conductor.
6.16 If socket type metering fed from overhead transformation is utilized, the Contractor
is to mount the meter socket on the building(s) with the location approved by the
Company and provide and install the underground raceway to the riser pole. The
Company shall provide, install, connect and maintain the service lateral conductor.
6.17 For multiple occupancy general service accounts fed from overhead transformation,
the Contractor is to provide and install (1) the service lateral raceway from the
service enclosure to the riser pole and (2) the conductors and associated raceways
from the service enclosure to the line side of the meters. The Company shall
provide, install, connect and maintain the service lateral conductors to the line side
of the service enclosure.
Copyright 2002 Oncor Electric Delivery Company. All rights reserved.
4
6. CONTRACTOR RESPONSIBILITY (continued)
6.18 For General Service Accounts fed from subsurface secondary/ service boxes, the
Contractor is to (1) provide and install the underground raceway and conductor to
the load side of the secondary/ subsurface box, and (2) provide and install the
underground raceway between the secondary/ service box and the riser pole. The
service lateral conductors between the overhead transformer and the source side of
the secondary/ service box shall be supplied, installed, connected and maintained by
the Company. The Contractor shall provide the connectors and the Company shall
install these connectors on the Contractor's conductors and connect to the load side
of the secondary/ service box. Reference the Electric Service Guidelines for
approved compression type connectors.
6.19 The Contractor is to secure inspection and approval of premise's facilities by the
Authority Having Jurisdiction prior to the connection of electrical facilities.
7. ACCEPTANCE
7.1 The Company inspector shall meet with the Contractor and review the project prior
to acceptance. Electrical facilities will be installed as approved by the Company
inspector only after acceptance of the project.
Copyright 2002 Oncor Elecuic Delivery Company. All rights reserved,
5
tl
0
3
DIRECTION OF
OVERHEAD
CONDUCTORISI
10 OI
WIRE 10' OF CONDUIT IN
PLACE WHEN REQUIRED
v Ir - n i -Ir- I nrai Air
RISER POLE BY- Wi A,,
COMPANY
u ,.u i �'
TOP VIEW
PLAN VIEW
ALTERNATE POSITION
///- -- EXTEND BEND WITH 10' OF RIGID STEEL Mt
SINNOV PAC CONDUIT FOR ALIGNMENT OF BEND
INSTALL NIPPLE WHEN REQUIRED TO EXTEND
BEND MIN. 6" ABOVE FINISHED GRADE
FINISHED GRADE
NOTES
1. CONTACT COMPANY REPRESENTATIVE FOR: ROUTING OF CONDUIT UNE AND SIZE OF CONDUIT.
FOR INSTALLATIONS REQUIRING MORE THAN ONE RISER ON POLE.
2. UMIT RACEWAY TO THREE BO DEGREE BENDS. IF MORE THAN THREE 90 DEGREE BENDS ARE REQUIRED,
CONTACT COMPANY REPRESENTATIVE.
3. UMIT DISTANCE BETWEEN 90 DEGREE BENDS TO FIVE FEET MINIMUM WHEREVER POSSIBLE.
4. ALL SECONDARY HORIZONTAL AND VERTICAL BENDS TO BE A MINIMUM 24 INCH RADIUS.
TERMINATION OF
SECONDARY CONDUIT
AT RISER POLE
DDS-4 OH DETAIL SHEET 1 OF 7
BOX
SIZE (IN.(
OVERALL (IN.)
MA1L NO.
CIRCUITS
A
B
13 X 24
16
20
6
17X30
20
33
8
J
L
GROUP BENDS IN BOX
0\
0 0
0 0
8
PLAN
WITH COVER REMOVED
SECTION "X—x"
J
A
NOTES:
L CONSULT COMPANY IEfESENTATME FOL AMLOVEO PRECAST SECONDARY SUWJEFACE BOXES
LIE OF CONDUIT TO BE INSTALLED
WANING PATH OF CONDUIT INTO SECONDARY LJISUIFACE 102
2. FOR INSULATION OF CONDUIT TO IN- SERVICE SECONDARY SUISUIFACE IO2ES, CONSULT COMPANY
IEFI601TAINE FOR DETARS.
X. ALL 14c0810280 HORIZONTAL AND VERTICAL LENDS 70 IF 21' MIN. RADIUS.
LIFTING SLOT
COVER — TOP VIEW
3)R
SUBSURFACE
SECONDARY /SERVICE BOX
DDS-4 OH DETAIL SHEET 2 OF 7
a
2
1
24"
MIN
24
MIN
DOME TOP FOR
4" MIN 4" MIN
SETTLING
FINISHED FINISHED /
GRADE FINISHED
- ":SIR \I:\\ \\ \1 \ \\ \ \\
1 SECONDARY, SERVICE,
OR STREET LIGHT CONDUIT
6' MIN
1 SECONDARY CONDUIT AND
1 STREET UGHT CONDUIT
HORIZONTALLY ARRANGED
DOME TOP FOR
SETTLING
FINISHED
GRADE
TAMPED
BACKFILL
Y MIN.
TAMPED
BACKFILL
LEGEND:
C.) --
Cu
NOTE:
1. SEE DETAIL SHEETS 4 AND 6 FOR NOTES AND INSTRUCTIONS.
24"
MIN
i
L
1 SECONDARY CONDUIT AND
1 STREET UGHT CONDUIT
VERTICALLY ARRANGED
PRIMARY CABLE
SECONDARY/SERVICE CABLE
STREET LIGHT CABLE
TRENCH REQUIREMENTS
DDS-4 OH DETAIL SHEET 3 OF 7
J
1. TRENCH AIGNMENT SMALL BE AS STRAIGHT AS CONDITIONS PERMIT. ANY DEVIATIONS FROM PLANNED ALIGNMENT
SHALL HAVE PRIOR APPROVAL BY THE PROJECT ENGINEER/INSPECTOR. ALL TRENCH CUTS SHALL BE IN ACCORDANCE
WITH EXISTING SAFETY REGULATIONS IN EFFECT.
2. TRENCH BOTTOM SHOULD BE UNDISTURBED, TAMPED, OR RELATIVELY SMOOTH EARTH. WHERE EXCAVATION IS IN
ROCK, THE CONDUIT SHOULD BE LAID ON A LAYER OF CLEAN BACKFILL.
a ALL BACKFILL SHOULD BE FREE OF DEBRIS OR OTHER MATERIAL THAT MAY DAMAGE THE CONDUIT SYSTEM OR
CAUSE SETTLING. THE MATERIAL SHOULD FILL THE VOIDS AROUND THE CONDUIT TO PREVENT HOT SPOTS &
SETTLING.
4. BACKFILL SHOULD BE ADEQUATELY COMPACTED. BACKFILL NOT UNDER PAVEMENT SHOULD BE OOMPACTED TO
THE DENSITY OF THE SURROUNDING UNDISTURBED SOIL. BACKFILL UNDER PAVEMENT SHOULD BE COMPACTED
TO NOT LESS THAN 95% OF THE DENSITY OF UNDISTURBED SOIL AS DETERMINED BY ASTM DESIGNATION 0-B98.
5. EACH CONDUIT RUN SHALL BE CHECKED BY PULLING A MANDREL THROUGH THE ENTIRE LENGTH. A V8 INCH
NYLON PULLING CORD SHALL BE LEFT IN EACH CONDUIT CONDUIT SHALL BE PLUGGED AT BOTH ENDS.
6. CONTACT COMPANY REPRESENTATIVE FOR TRENCH DIMENSIONS FOR MORE THAN 2 CONDUITS IN SAME DITCH.
INSTALLATION OF CONDUITS
NOTES AND INSTRUCTIONS
DDS-4 OH DETAIL SHEET 4 OF 7
THE CHEMICALS USED IN SOLVENT WELDING OF CONDUIT ARE INTENDED TO PENETRATE THE SURFACE OF BOTH
PIPE AND FITTING. WHICH AFTER CURING RESULT IN A COMPLETE FUSION AT THE JOINT. THE OVER -USE, OR THE
UNDER USE OF CHEMICALS RESULTS IN LEAKY JOINTS 011 WEAKENED PIPE.
A CLEAN CONDUIT BY WIPING OFF ALL DUST. 01115. AND MOISTURE FROM SURFACES TO BE CEMENTEO. EITHER BY
MECHANICAL OR CHEMICAL CLEANING.
1. MECHANICAL CLEANING - FINE ABRASIVE PAPER OR CLOTH 1180 GRIT OR FINER) OR CLEAN OIL -FREE STEEL
WOOL.
2. CHEMICAL CLEANING - CLEANER RECOMMENDED BY MANUFACTURER OR EQUIVALENT (METHYL ETHYL
KETONE - MEKI.
B. WITH A NON-SYNTHETIC BRISTLE BRUSH, APPLY AN EVEN COATING OF CEMENT TO THE OUTSIDE OF THE PIPE
AND INSIDE THE SOCKET. MAKE SURE THAT THE AMOUNT OF CEMENT APPUED TO THE CONDUIT IS EQUAL TO
THE DEPTH OF THE SOCKET. BEFORE ASSEMBLY. IF SOME EVAPORATION OF SOLVENT FROM THE SURFACES TO
BE JOINED IS NOTED. REAPPLY CEMENT. THEN ASSEMBLE.
IF CEMENT BEING USED HAS AN APPRECIABLE CHANGE IN VISCOSITY OR SHOWS SIGNS OF JELLING, IT SHALL BE
DISCARDED. IN NO CASE SHALL THINNER BE USED IN AN ATTEMPT TO RESTORE JELLED PVC CEMENT. THINNER
MAY ONLY BE USED TO CHANGE THE VISCOSITY OF A MEDIUM BODIED CEMENT TO THAT OF A REGULAR
BODIED CEMENT FOR APPLICATION ON PVC PIPE SMALLER THAN 2 V2 INCH DIAMETER. A MEDIUM BODIED
CEMENT SHALL BE USED ON 2 V2 TO 6 INCH PVC PIPE.
IN COLD WEATHER. USE A PRIMER TO SOFTEN THE JOINING SURFACES BEFORE APPLYING CEMENT. ALLOW
LONGER CURE TIME. (SEE ITEM 81.
C .10I1J PIPE WITHIN 20 SECONDS OF APPLYING CEMENT. TURN THE PIPE V4 TURN TO ENSURE EVEN DISTRIBUTION
OF CEMENT ON SURFACES TO BE BONDED. MAKE SURE THAT PIPE IS INSERTED TO THE FULL DEPTH OF THE
SOCKET.
D. CLEAN OFF ANY BEAD OR EXCESS CEMENT THAT APPEARS AT THE OUTER SHOULDER OF THE FITTING. EXCESS
CEMENT ALLOWED TO REMAIN IN CONTACT WITH THE MATERIAL IS APT TO CAUSE WEAKENING OF THE
MATERIAL AND SUBSEQUENT FAILURE.
E. NEWLY ASSEMBLED JOINTS SHOULD BE HANDLED CAREFULLY UNTIL THE CEMENT HAS CURED THE RECOMMENDED
SET PERIOD. SET PERIODS ARE RELATED TO THE AMBIENT TEMPERATURE AS FOLLOWS:
30 MIN. MINIMUM AT 60 TO 100
1 HR MINIMUM AT 40 TO 60°F
2 HR. MINIMUM AT 20 TO 40
4 HR MINIMUM AT 0 TO 20
INSTRUCTIONS FOR JOINING
PVC CONDUIT
DDS-4 OH DETAIL SHEET 5 OF 7
J
a
E
a
WATER, GAS
STEAM OR
SEWER
FINISHEDGRADE
GAS MAIN
COMMUNICATION
ELECTRIC
60'
NOTES 1& 2
b
s
24' MIN
12 MIN
WATER. GAS
STEAM OR SEWER
4r MIN PLUS GAS PIPE AND
COMMUNICATION CONDUIT
OUTSIDE DIAMETERS
12' NOTE 1
NOTES:
1. VERTICAL CROSSING CLEARANCE FROM OTHER UTILITIES SHALL BE 12 INCHES. A 60 INCH LATERAL
SEPARATION OF PARALLELING FOREIGN UTILITIES (EXCLUDING GAS AND COMMUNICATIONS) SHALL BE
REQUIRED. AN EXCEPTION WOULD BE TO ALLOW GAS, TELEPHONE AND /OR CAT/ IN THE SAME
DITCH AS COMPANY CONDUIT SYSTEM PROVIDING THE NESC REQUIREMENTS FOR CONDUIT SEPARATION
ARE MET OR EXCEEDED AND THE COMMUNICATIONS CIRCUITS ARE INSTALLED IN CONDUIT.
2. IT 18 UNOER$T00D THAT ONLY 12 INCH SEPARATION IS REQUIRED ON PUBLIC RIGHTS -OF -WAY.
PERSONNEL INVOLVED IN EXCAVATION ON PUBLIC RIGHTS -OF -WAY ARE FULLY AWARE OF
THE HAZARDS INVOLVED. HOWEVER, EXCAVATION ON PRIVATE PROPERTY CAN BE DONE BY
INDIVIDUALS WHO ARE NOT UKELY TO BE FULLY AWARE OF THE HAZARDS. THEREFORE,
THE 60 INCH LATERAL SEPARATION IS REQUIRED TD HELP PREVENT INJURY TO PERSONNEL DOING
EXCAVATION ON PRIVATE PROPERTY.
CLEARANCE REQUIREMENTS
FROM FOREIGN UTILITIES
ON PRIVATE PROPERTY
DDS-4 OH DETAIL SHEET 6 OF 7
a
Y
c
3
a
4' MIN.
EF MAX
r SERVICE ENCLOSURE (NOTE 0
TYPICAL METER INSTALLATION
1 �NN 111 11I 1 I1 1 1 1
I • �...
�'II;
FINISHED GRADE -
,,.. _ ���� - - y in -.u�.•
RI' MIN. RADIUS RIGID
NOTE 3
CENTER BUS WILL BE
POWER LEG FINISHED GRADE
TYPICAL METER INSTALLATION
WITH SERVICE ENCLOSURE
4' MIN.
6' MAX-
CONDUIT RISER SHALL BE RIGID
STEEL OR SCH.80 PVC.
STEEL OR 5CH.40 PVC RENO
NOTES:
1. SERVICE ENTRANCE ENCLOSURE FOR MULTIPLE METER INSTALLATIONS PROVIDED BY COMPANY AND
INSTALLED BY CONTRACTOR. FOR SERVICE ENTRANCES THROUGH 2500 AMPS.
2. METER SOCKETS INSTALLED BY CONTRACTOR.
3. CONDUCTORS, RACEWAY AND GUTTER PROVIDED AND INSTALLED BY CONTRACTOR.
4. SERVICE ENTRANCE CONDUCTORS TO BE CONTINUOUS FROM METER SOCKET INTO ENCLOSURE.
COUDUIT SHALL BE RIGID
STEEL OR SCH. BO PVC.
24' MW. RADIUS RIGID
STEEL OR 5CH.40 PVC REND
TYPICAL METER INSTALLATIONS
DDS-4 OH DETAIL SHEET 7 OF 7
3 feet
typical
1" minimum sch 40 PVC
(
(Back of Curb
Street Light Foundation
drawing 213 -330
Street Light Installation
A.W. Grimes Blvd.
0 o t .
• •
• •
1
12 "x12 "Pull Box
drawing 213 -120
1" sch 40 PVC
minimum
45 degree bend
•
2 feet typical assignment behind curb
ITEM
OTT
DESCRIPTION
TSWREF
CU
MU
1
6
13 RE840,18' DIAMETER HOOP, 3' OVERLAP
314470
4
45 RE8AR, STRAIGHT, 60• LONG
317821
3
4
ANCHOR BOLT, CALV. r SUPPLIED V4'25 & 30' POLES AND 1 W'
SUPPLED W40 POLES -- - .
•
As mac
CONCRETE FOUNDATION TUBE, 24' DIAMETER
313641
SLF26
5
As Mot
CONDUIT. PVC OR PEC INOT IN FOUNDATION AUNI
_
6
.6 LB
WIRE, 06 COPPER, SOLID
303244
7
1
GROUND, POLE BUTT WIRE COIL
6
A6 IIFff
CONCRETE
6
213 - 330
12 -01
NNI611ED
GRADE
0
0
TRENCH 0
BOTTOM.=
0
0
NOTE 6
STREET LIGHT FOUNDATION
25',30' & 40' SQUARE STEEL POLE
40' M.H. ROUND STEEL POLE
24
SECTION " A - A "
_ _ A
2" PROJECTION
3" PROJECTION
I AS REO'D SEE NOTE 8
A P P R O V E D B Y
3"
60"
NOTES:
4. CONCRETE PORM OF 5ONOTUBE TO
EXTEND TO BOTTOM OF TRENCH OR
AS NEEDED.
® +/_V
1. CONCRETE TO BE MINIMUM
3000 PSIAT 28 DAYS. 15 SACK)
MAXIMUM AGGREGATE 3'4" TOP OF
FOUNDATION TO BE TROWELED TO
A FLAT AND LEVEL SURFACE
AVOID EXCESSIVE TROWEUNG.
CONCRETE TO SET A MINIMUM
OF 72 HOURS BEFORE POLE
1NSTALLATION.
5. PROVIDE MINIMUM 24' GROUND WARE
PIGTAIL OUT OF CONCRETE FOR
CONNECTION TO POLE
ONF1nAa
213 - 330
12 - 01
2 REBAR HOOPS ARE TIED BEGINNING
3" BELOW TOP OF CONCRETE FORM
AND ARE REPEATED AT APPROXIMATE
6 „ 1' INTERVALS TO BOTTOM OF
MAX FOUNDATION.
3. r ANCHOR BOLTS TO BE SUPPLED
WITH 25 & 30' POLE 1 W ANCHOR
BOLTS TO BE SUPPLIED WITH 40'
POLE. USE TEMPLATE FURNISHED BY POLE
MANUFACTURER FOR ALIGNING ANCHOR
BOLTS. PROJECTION OF 3 ON 25 &
30' SQUARE AND 3 N2' ON 40'
SQUARE AND ROUND POLES.
6. A MINIMUM OF 12'0F BARE 46 5D CU
WIRE TO BE PLACED IN BOTTOM OF
HOLE AND COVERED WITH 2'OF DIRT
7. 10 SOIL HAS BEEN DSTURBED. EXTEND
FOUNDATION By DEPTH OF D15TURBED
SOIL
8. FOR POLE FOUNDATIONS LARGER THAN
40' NOMINAL MOUNTING HEIGHT, CONTACT
DISTRIBUTION STANDARDS.
ITEM I my ; DESCRIPTION
TSW REF
CU
MU
1 BOX. SECONDARY 12' X 12" X 12"
300306
SLSCB
0
z
5
213 — 120
8 L
8
10-95 SECONDARY CONNECTION BOX
DRAIN HOLE
FOR INSERT
14 3/4"
PLAN
WITH COVER REMOVED
INSERT FOR STD. 3 - 16NC X 1 V 2"
PENTAGON HEAD LOCKING BOLT
SECTION "A - A"
LIGHTING AND TRAFFIC CONTROL 213 — 120
!41�nf'I 111�1�! l u� ° -u
�IJ�1IIIlllillIII II 11�
yll,lll. Ilt.l�i
14 3/ 4"
123'4"
APPROVED BY Tu F Fri'k
TUELECT RIC
NON -SKID SURFACE
COVER - TOP VIEW
NOTES:
1. FOR USE WHEN CONDUCTOR SIZE AND NUMBER OF TERMINATIONS WARRANT. USES
INCLUDE STREET LIGHTING. AREA LIGHTING. TRAFFIC CONTROL, IRRIGATION SYSTEMS, ETC.
2. 0 -10 (LIGHT VEHICULAR TRAFFIC LOADING).
3. REPLACEMENT COVER TSN IS 326507.
10 - 95
LIFTING SLOT
DATE: September 20, 2002
SUBJECT: City Council Meeting — September 26, 2002
ITEM: 11.D.6. Consider a resolution authorizing the Mayor to execute an
Agreement with Oncor Energy Delivery Company for the A.W.
Grimes Boulevard, Phase 1, Street Lighting project
Resource: Jim Nuse, Chief of Operations/Assistant City Manager
Tom Word, Director of Transportation Services
History: The City of Round Rock has requested that Oncor Electric Delivery Company
provide street lighting facilities sufficient to provide underground electric service
to street lights along both sides of A.W. Grimes Boulevard between State
Highway 45 and Gattis School Road. Oncor has agreed to provide the services at
a cost of $84,745.00.
Funding:
Cost: $84,745.00
Source of funds:
Round Rock Transportation System Development Corporation
Outside Resources: Oncor Energy Delivery Company
Impact:Benefrt: Street lighting on A.W. Grimes will be beneficial for traffic during
nighttime travel.
Public Comment: N/A
Sponsor: N/A
August 28, 2002
Mr. Tom Word
Transportation Services Director
City of Round Rock
2008 Enterprise Drive
Round Rock, Texas 78664
Dear Mr. Word:
executed c to
your
signature
N ICE /7)4)LLJELL,
me
2- oa- 09- 1 -11Dlo
NC
Re: Electric Facilities Extension for A.W. Grimes Blvd. Phase 1 Street Lighting.
mA yo2
Title
Date
taLl
Paul B. Elkins
Engineering Analyst, Sr.
Project Management & Design Services
Oncor
Energy Delivery Company
South Region
3110 North IH 35
Round Rock, Texas 78681
Tel 512 310 -3881
Fax: 512 310 -3819
Cell: 512 - 750 -6774
paul.elkins
The City of Round Rock ( "Customer") has requested that Oncor Electric Delivery Company ( "Company") provide street
lighting facilities sufficient to provide underground electric service to 42 -250 watt HPS street lights on 40 foot anchor base poles
along both sides of A.W. Grimes Blvd between St. Hwy. 45 and Gattis School Road. The project is scheduled to begin the week of
September 9 and be complete by October 15 provided that all material necessary for project arrive on time and no problems occur
with the Customer installed facilities.
Pursuant to Company's Tariff for Retail Delivery Service, Customer is responsible for $ 84,745 as payment for the
Customer's portion of the cost of installation of Company's additional electric delivery facilities, such payment to be and remain the
property of the Company. Customer's payment in full is due upon receipt of invoice to be sent at completion of project. A detail of
this cost is attached.
Company at all times shall have title to and complete ownership and control over said facilities.
Customer is responsible for providing, underground conduit raceway per Companies specifications. Company to provide and
install at cost of Customer the concrete light pole foundations and conduit raceway connection to foundations.
This agreement supersedes all previous agreements or representation, either written or oral, between Company and Customer
made with respect to the matters herein contained, and when duly executed constitutes the agreement between the parties hereto and is
not binding upon Company unless and until signed by one of its duly authorized representatives. A description of charges is attached
to this document.
This agreement and the costs set forth therein, if not accepted within 30 days of the date of this letter, will be of no force and
effect. Acceptance shall consist of delivery of an executed copy of this agreement to Company along with Customer's payment as set
forth above.
If the City of Round Rock agrees to - conditions set forth in this agreement, please execute both original copies and return one
84 745. The additional copy is for your files.
Item Quantity Unit Price Line Totals
40 foot round anchor base street light standards
42
$980.00
$41,160
Precast foundations 14 " bolt circle
42
$252.00
$10,584
Trench and 1" conduit
210
$5.58
$1,172
Breakaway Bases
42
$411.57
$17,286
Sub Total
$70,202
Gross up
$14,543
Total
$84,745
Summary of Cost
A.W. Grimes Streetlighing Phase One
July 24, 2002
Michael Thane
City of Round Rock
2008 Enterprise Drive
Round Rock, Texas 78664
Re: Oncor Design & Specifications for A.W. Grimes Street Lighting Phase 1
Dear Michael:
Enclosed are copies of our layout and specifications for the above referenced project. Due to most of the
conduit being installed with no Oncor inspection 1 will need a letter from signed by both City of Round Rock
and Austin Traffic Signal guaranteeing the depth of the conduit to meet attached specifications. Also, the
conduit installed by Austin Traffic Signal will be required to install 1 /8" pull string in all conduits as
specified this should help validate the integrity of the conduit.
Your contractor will be responsible for the following requirements:
• Materials and workmanship must be inspected by Oncor prior to any cover -up
• Contact Mr. Paul Elkins at (512) 310 -3881 to schedule your inspection.
• A twenty-four (24) hour advance notice is needed for scheduling the inspection.
• Your contractor must have the attached specifications in possession at the time of inspections.
Paul B. Elkins
Engineering Analyst. Sr.
Project Management 8 Design Services
Oncor
Energy Delivery Company
South Region
3110 North 111 35
Round Rock, Texas 78681
Tel 512 310 -3881
Fax: 512 310-3819
Cell: 512-750-6774
paul.elkins@n,oncorgroun.com
Failure by your contractor to comply with these requirements will delay the inspection process.
Once accepted, all facilities will become the property of Oncor. You will be held responsible for repair or
replacement of these materials for a period of two years.
If you have any questions, please feel free to call me at (512) 310 -3881
Enclosures
w 0 — aw. EIECINO =NM mrMlf. r..MMi MEMO.
Cc:19DIR
SPECIFICATIONS FOR
ELECTRICAL
UNDERGROUND
DISTRIBUTION SYSTEMS
FROM OVERHEAD
TRANSFORMATION,
GENERAL SERVICE
ACCOUNTS
DDS-4 OH
REV. 3 DATE 02 -02
SECTION 1- SCOPE Page 1
SECTION 2- REFERENCES Page I
SECTION 3- DEFINITIONS Page 1
SECTION 4- GENERAL Page 1
SECTION 5- COMPANY RESPONSIBILITY Page 2
SECTION 6- CONTRACTOR RESPONSIBILITY Page 3
SECTION 7- ACCEPTANCE Page 5
ONCOR ELECTRIC DELIVERY COMPANY
SPECIFICATIONS FOR ELECTRICAL UNDERGROUND DISTRIBUTION SYSTEMS
FROM OVERHEAD TRANSFORMATION, GENERAL SERVICE ACCOUNTS
SPECIFICATION NUMBER DDS-4 OH
ATTACHMENTS:
DDS -4 OH Detail Sheets 1- 7
Copyright 2002 Oncor Electric Delivery Company. All rights reserved.
TABLE OF CONTENTS
ONCOR ELECTRIC DELIVERY COMPANY
SPECIFICATIONS FOR ELECTRICAL UNDERGROUND DISTRIBUTION SYSTEMS
FROM OVERHEAD TRANSFORMATION, GENERAL SERVICE ACCOUNTS
SPECIFICATION NUMBER DDS-4 OH
1. SCOPE
This document represents the minimum requirements and specifications for the
installation of the electrical underground distribution systems fed from overhead
transformation serving General Service Accounts to be transferred to Oncor Electric
Delivery Company ownership.
2. REFERENCES
4. GENERAL
This specification shall be used in conjunction with the latest revision of the following
publications.
2.1 The Electric Service Guidelines, Oncor Electric Delivery Company.
Ld
3. DEFINITIONS
3.1 Company: Oncor Electric Delivery Company and its designated representatives.
3.2 Contractor: Individual or firm installing electric underground service for General
Service Accounts.
3.3 Authority Having Jurisdiction: Generally an incorporated City or Town, but may be
an agency of the County, State or Federal Government.
3.4 Point of Delivery: The point where Company's conductors are connected to
premise's conductors, typically at the meter socket or service enclosure.
4.1 The latest edition of all applicable building and safety codes shall be followed in the
installation of the electrical underground distribution system. Included, but not
limited to, are the:
4.1.1 Local City Building and Fire Codes or any other applicable codes for a
particular project location
Copyright 2002 Oncor Electric Delivery Company. All rights reserved.
1
4. GENERAL (continued)
4.1.2 National Electrical Safety Code (NESC)
4.1.3 U.S. Occupational Safety and Health Act of 1970 (OSHA)
4.1.4 The American Concrete Institute (ACI)
4.1.5 The American Society for Testing and Materials (ASTM)
4.2 Upon receipt of all necessary information from the Contractor, a project sketch
showing the route of the conduit line and other pertinent information will be
furnished by the Company.
4.3 Prior to construction a meeting shall be held to discuss and coordinate construction
and inspection.
4.4 The Company will require a signed easement at no cost or a filed plat incorporating
Company easement requirements prior to the Company installing any electrical
facilities.
4.5 Joint use ditch will be determined by the Company on an individual basis.
4.6 No electrical facilities shall be connected by the Company until after the final
inspection is made and approval by the Authority Having Jurisdiction, as required
by code, has been received.
5. COMPANY RESPONSIBILITY The following shall be performed by, and the
responsibility of, the Company:
5.1 The Company inspector is to inspect all conduit installations prior to the placing of
backfill.
5.2 The Company inspector is responsible for all field changes and coordinates changes
with the local Engineering office.
5.3 After approval of the installed conduit system by the Company inspector, and after
the Contractor has signed all appropriate contracts, agreements, easements and has
paid any required CIAC (contribution in aid of construction), the Company shall
install service lateral cables up to the line side of the point of delivery.
C.opyriglu 2002 Oncor Electric Delivery Company. All rights reserved.
2
5. COMPANY RESPONSIBILITY (continued)
5.4 Upon notification of final electrical inspection from the Authority Having
Jurisdiction, the Company is to make final electrical connections at the point of
delivery.
6. CONTRACTOR RESPONSIBILITY The following shall be performed by, and the
responsibility of, the Contractor:
6.1 The Contractor is to provide the Company a Site Plan, a Dimension Control Plan,
an Elevation Plan, a Grading Plan and loading information.
6.2 The Contractor is to coordinate with the Company inspector for inspection of work
prior to backfilling.
6.3 The Contractor is to provide personnel and vehicular access to the facility at all
times.
6.4 The Contractor is to be held responsible for the full direction and supervision of all
work being performed by his employees, agents or contractors. The Contractor shall
also be responsible for the area at all times prior to acceptance, particularly in the
prevention of damage to the electrical distribution system by the activities of other
trades and utilities.
6.5 All testing of concrete and backfill which is deemed necessary by the Company is to
be performed by an independent testing laboratory at the Contractor's expense.
6.6 The Contractor is to replace at his expense any damaged equipment or work not in
compliance with the requirements in these specifications, the project sketch, the
DDS -4 OH Detail Sheets or as specified by the Company.
6.7 The Contractor is to furnish equipment and labor to lay out ditch, set grade, dig
ditches, place conduit in ditch and place electrical connection boxes. The line shall
run in as straight alignment as practicable. All conduit and bends (Schedule 40
PVC, Schedule 80 PVC and Rigid Steel) shall be electrical grade. All PVC conduit
and bends shall be gray in color. i &. os Rrwo -r,src 36 ".P•ao.
St CO & .-,aj ..SG■,r ‹,s /1/4- 6.8 The Contractor may be required to furnish a conduit in the same ditch with
service lateral conduit(s) and cap both ends at bends.
6.9 The Contractor is to complete rough site grading, establish final grade and clear all
obstructions. Any change in final grade which requires the lowering or raising of
electrical conductors or associated equipment is at the expense of the Contractor.
Copyright 2002 Oncor Electric Delivery Company. All righis reserved.
3
6. CONTRACTOR RESPONSIBILITY (continued)
6.10 Minimum vertical crossing clearance of electrical conduits from other utilities'
conduits is twelve (12) inches.
6.11 A lateral separation of five (5) feet from electrical conduits to other utilities'
conduits is required on private property.
6.12 Backfilling of conduit trenches under paved areas and around conduit bends at riser
poles is to be compacted to 95% of the density of surrounding undisturbed soil as
per ASTM D 698. Stabilization must be uniform to bottom of ditch.
6.13 The Contractor is to pull a mandrel through each conduit to check and clear
blockage and leave a minimum 1/8 inch nylon pulling cord in each conduit (cord
and mandrel furnished by Contractor). Conduit shall be plugged at both ends.
6.14 Approved self contained meter sockets are to be provided and installed by the
Contractor. Transocket meter bases and service enclosures (when required) are to
be provided by the Company and installed by the Contractor. Reference the Electric
Service Guidelines for approved self- contained meter sockets.
6.15 For single occupant, C. T. metered general service accounts fed from overhead
transformation, the Contractor is to provide and install the underground raceway to
the riser pole. The Company shall provide, install, connect and maintain the service
lateral conductor.
6.16 If socket type metering fed from overhead transformation is utilized, the Contractor
is to mount the meter socket on the building(s) with the location approved by the
Company and provide and install the underground raceway to the riser pole. The
Company shall provide, install, connect and maintain the service lateral conductor.
6.17 For multiple occupancy general service accounts fed from overhead transformation,
the Contractor is to provide and install (1) the service lateral raceway from the
service enclosure to the riser pole and (2) the conductors and associated raceways
from the service enclosure to the line side of the meters. The Company shall
provide, install, connect and maintain the service lateral conductors to the line side
of the service enclosure.
Copyright 2002 Oncor Elecuic Delivery Company. A11 rights reserved.
4
6. CONTRACTOR RESPONSIBILITY (continued)
6.18 For General Service Accounts fed from subsurface secondary/ service boxes, the
Contractor is to (1) provide and install the underground raceway and conductor to
the load side of the secondary/ subsurface box, and (2) provide and install the
underground raceway between the secondary/ service box and the riser pole. The
service lateral conductors between the overhead transformer and the source side of
the secondary/ service box shall be supplied, installed, connected and maintained by
the Company. The Contractor shall provide the connectors and the Company shall
install these connectors on the Contractor's conductors and connect to the load side
of the secondary/ service box. Reference the Electric Service Guidelines for
approved compression type connectors.
6.19 The Contractor is to secure inspection and approval of premise's facilities by the
Authority Having Jurisdiction prior to the connection of electrical facilities.
7. ACCEPTANCE
7.1 The Company inspector shall meet with the Contractor and review the project prior
to acceptance. Electrical facilities will be installed as approved by the Company
inspector only after acceptance of the project.
Copyright 2002 Decor Electric Delivery Company. All rights reserved.
5
DIRECTION OF
OVERHEAD
CONDUCTORISI
1 1 1
WIRE 10' OF CONDUIT IN
PLACE WHEN REQUIRED � EXTEND BEND WITH ICY OF RIGID STEEL BR
Sikiaiftliore CONDUIT FOR ALIGNMENT OF BEND
, r I -I IL IF'1 -II II - II
RISER POLE BY .!
COMPANY
•
TOP VIEW
PLAN VIEW
I n i ili U I �•
ALTERNATE PoSInoN
INSTALL NIPPLE WHEN REQUIRED TO EXTEND
BEND MIN. 6" ABOVE FINISHED GRADE
FINISHED GRADE
t4r
24 " MIN RADIUS
RIGID STEEL NW 24• MIN.
R BEND _uI
NOTES
1. CONTACT COMPANY REPRESENTATIVE FOR: ROUTING OF CONDUIT UNE AND SIZE OF CONDUIT.
FOR INSTALLATIONS REQUIRING MORE THAN ONE RISER ON POLE.
2. UMIT RACEWAY TO THREE 90 DEGREE BENDS. IF MORE THAN THREE 90 DEGREE BENDS ARE REQUIRED.
CONTACT COMPANY REPRESENTATIVE.
3. LIMIT DISTANCE BETWEEN 90 DEGREE BENDS TO FIVE FEET MINIMUM WHEREVER POSSIBLE.
4. ALL SECONDARY HORIZONTAL AND VERTICAL BENDS TO BE A MINIMUM 24 INCH RADIUS.
TERMINATION OF
SECONDARY CONDUIT
AT RISER POLE
DDS-4 OH DETAIL SHEET 1 OF 7
BOX
D IM. I )
MAX NO.
SIZE (IN.)
A
B
GRCURS
1 3X24
16
25
6
1 7X30
20
33
B
GROUP KENOS IN BOX
0\
0 0
00
B
PLAN
1MTH COVER REMOVED
24' MIN. RADIUS
501.40 PVC BEND
SECTION "X-X"
NJ ,
A
1. CONSULT COMPANY REPMESENTATIVE FOL APPROVED PRECAST SECONDARY SUBSURFACE EOM
SIZE OF CONDUIT TO BE INSTALLED
ROUTING PATH OF CONDUIT INTO SECONDARY SUBSURFACE 80.7
2.101 INSTALLATION OF CONDUIT TO IN- SERVICE SECONDARY SUBSURFACE BORES, CONSULT COMPANY
BEMES8RAINE FOR DETAILS.
3. ALL SICONIMAY HORRONTAL AND VERTICAL BENDS 70 BE 24' MIN. RADIUS.
LIFTING SLOT
NON -SKID SURFACE
COVER - TOP VIEW
SUBSURFACE
SECONDARY /SERVICE BOX
DDS-4 OH DETAIL SHEET 2 OF 7
1
A
24"
MIN
1 SECONDARY, SERVICE,
OR STREET UGHT CONDUIT
24"
MIN
4" MIN
FINISH
A
6" MIN
DOME TOP FOR
SETTLING
1 SECONDARY CONDUIT AND
1 STREET LIGHT CONDUIT
HORIZONTALLY ARRANGED
r MIN.
FINISHED
GRADE
TAMPED
BACKFILL
DOME TOP FOR
SETTLING
FINISHED
GRADE
TAMPED
BACKFILL
LEGEND:
NOTE:
1. SEE DETAIL SHEETS 4 AND 5 FOR NOTES AND INSTRUCTIONS.
4" MIN
24"
MJN
z
2
e•a
1 SECONDARY CONDUIT AND
1 STREET LIGHT CONDUIT
VERTICALLY ARRANGED
C.) PRIMARY CABLE
CY SECONDARY/SERVICE CABLE
STREET UGHT CABLE
Cc:9)R
TRENCH REQUIREMENTS
DDS-4 OH DETAIL SHEET 3 OF 7
2
m
1
1. TRENCH ALIGNMENT SHALL BE AS STRAIGHT AS CONDITIONS PERMIT. ANY DEVIATIONS FROM PLANNED ALIGNMENT
SHALL HAVE PRIOR APPROVAL BY THE PROJECT ENGINEEWINSPECTOR. ALL TRENCH CUTS SHALL BE IN ACCORDANCE
WITH EXISTING SAFETY REGULATIONS IN EFFECT.
2. TRENCH BOTTOM SHOULD BE UNDISTURBED, TAMPED, OR RELATIVELY SMOOTH EARTH. WHERE EXCAVATION IS IN
ROCK, THE CONDUIT SHOULD BE LAID ON A LAYER OF CLEAN BACKFILL.
3. ALL BACKFILL SHOULD BE FREE OF DEBRIS OR OTHER MATERIAL THAT MAY DAMAGE THE CONDUIT SYSTEM OR
CAUSE SETTLING. THE MATERIAL SHOULD FILL THE VOIDS AROUND THE CONDUIT TO PREVENT HOT SPOTS &
SETTLING.
4. BACKFILL SHOULD BE ADEQUATELY COMPACTED. BACKFILL NOT UNDER PAVEMENT SHOULD BE COMPACTED TO
THE DENSITY OF THE SURROUNDING UNDISTURBED SOIL. BACKFILL UNDER PAVEMENT SHOULD BE COMPACTED
TO NOT LESS THAN 95% OF THE DENSITY OF UNDISTURBED SOIL AS DETERMINED BY ASTM DESIGNATION D-696.
6 EACH CONDUIT RUN SHALL BE CHECKED BY PULLING A MANDREL THROUGH THE ENTIRE LENGTH. A V8 INCH
NYLON PULLING CORD SHALL BE LEFT IN EACH CONDUIT. CONDUIT SHALL BE PLUGGED AT BOTH ENOS.
6. CONTACT COMPANY REPRESENTATIVE FOR TRENCH DIMENSIONS FOR MORE THAN 2 CONDUITS IN SAME DITCH.
INSTALLATION OF CONDUITS
NOTES AND INSTRUCTIONS
DDS-4 OH DETAIL SHEET 4 OF 7
1
THE CHEMICALS USED IN SOLVENT WELDING OF CONDUIT ARE INTENDED TO PENETRATE THE SURFACE OF BOTH
PIPE AND FITTING. WHICH AFTER CURING RESULT IN A COMPLETE FUSION AT THE JOINT. THE OVER -USE, OR THE
UNDER -USE OF CHEMICALS RESULTS IN LEAKY JOINTS OR WEAKENED PIPE.
A. CLEAN CONDUIT BY WIPING OFF ALL DUST. DIRT, AND MOISTURE FROM SURFACES TO BE CEMENTED, EITHER BY
MECHANICAL OR CHEMICAL CLEANING,
1. MECHANICAL CLEANING - FINE ABRASIVE PAPER OR CLOTH (180 GRIT OR FINER( OR CLEAN OIL -FREE STEEL
WOOL.
2. CHEMICAL CLEANING - CLEANER RECOMMENDED BY MANUFACTURER OR EQUIVALENT (METHYL ETHYL
KETONE - MEK) .
B. WITH A NON - SYNTHETIC BRISTLE BRUSH, APPLY AN EVEN COATING OF CEMENT TO THE OUTSIDE OF THE PIPE
AND INSIDE THE SOCKET. MAKE SURE THAT THE AMOUNT OF CEMENT APPLIED TO THE CONDUIT IS EQUAL TO
THE DEPTH OF THE SOCKET. BEFORE ASSEMBLY. IF SOME EVAPORATION OF SOLVENT FROM THE SURFACES TO
BE JOINED IS NOTED. REAPPLY CEMENT. THEN ASSEMBLE.
IF CEMENT BEING USED HAS AN APPRECIABLE CHANGE IN VISCOSITY OR SHOWS SIGNS OF JELLING, IT SHALL BE
DISCARDED. IN NO CASE SHALL THINNER BE USED IN AN ATTEMPT TO RESTORE JELLED PVC CEMENT. THINNER
MAY ONLY BE USED TO CHANGE THE VISCOSITY OF A MEDIUM BODIED CEMENT TO THAT OF A REGULAR
BODIED CEMENT FOR APPLICATION ON PVC PIPE SMALLER THAN 2 V2 INCH DIAMETER. A MEDIUM BODIED
CEMENT SHALL BE USED ON 2 Y2 TO 6 INCH PVC PIPE.
IN COLD WEATHER. USE A PRIMER TO SOFTEN THE JOINING SURFACES BEFORE APPLYING CEMENT. ALLOW
LONGER CURE TIME. (SEE ITEM E)
C. JOIN PIPE WITHIN 20 SECONDS OF APPLYING CEMENT, TURN THE PIPE Y4 TURN TO ENSURE EVEN DISTRIBUTION
OF CEMENT ON SURFACES TO BE BONDED. MAKE SURE THAT PIPE IS INSERTED TO THE FULL DEPTH OF THE
SOCKET.
D. CLEAN OFF ANY BEAD OR EXCESS CEMENT THAT APPEARS AT THE OUTER SHOULDER OF THE FITTING. EXCESS
CEMENT ALLOWED TO REMAIN IN CONTACT WITH THE MATERIAL IS APT TO CAUSE WEAKENING OF THE
MATERIAL AND SUBSEQUENT FAILURE.
E. NEWLY ASSEMBLED JOINTS SHOULD BE HANDLED CAREFULLY UNTIL THE CEMENT HAS CURED THE RECOMMENDED
SET PERIOD. SET PERIODS ARE RELATED TO THE AMBIENT TEMPERATURE AS FOLLOWS:
30 MIN. MINIMUM AT 80 TO 100
1 HR. MINIMUM AT 40 TO 60°F
2 HR. MINIMUM AT 20 TO 40
4 HR. MINIMUM AT 0 TO 20
INSTRUCTIONS FOR JOINING
PVC CONDUIT
DDS-4 OH DETAIL SHEET 5 OF 7
NOTES:
WATER. GAS
STEAM OR SEWER
NY MIN PLUS GAS PIPE AND
COMMUNICATION CONDUIT
OUTSIDE DIAMETERS
1. VERTICAL CROSSING CLEARANCE FROM OTHER UTILITIES SHALL BE 12 INCHES. A 60 INCH LATERAL
SEPARATION OF PARALLELING FOREIGN UTIUTIES )EXCLUDING GAS AND COMMUNICATIONS) SHALL BE
REQUIRED. AN EXCEPTION WOULD BE TO ALLOW GAS, TELEPHONE AND /OR CATV IN THE SAME
DITCH AS COMPANY CONDUIT SYSTEM PROVIDING THE NESC REQUIREMENTS FOR CONDUIT SEPARATION
ARE MET OR EXCEEDED AND THE COMMUNICATIONS CIRCUITS ARE INSTALLED IN CONDUIT.
1 IT IS UNDERSTOOD THAT ONLY 12 INCH SEPARATION 15 REQUIRED ON PUBUC RIGHTS -OF -WAY.
PERSONNEL INVOLVED IN EXCAVATION ON PUBLIC RIGHTS -OF -WAY ARE FULLY AWARE OF
THE HAZARDS INVOLVED. HOWEVER, EXCAVATION ON PRIVATE PROPERTY CAN BE DONE BY
INDIVIDUALS WHO ARE NOT LIKELY TO BE FULLY AWARE OF THE HAZARDS. THEREFORE.
THE SD INCH LATERAL SEPARATION 15 REQUIRED TO HELP PREVENT INJURY TO PERSONNEL DOING
EXCAVATION ON PRIVATE PROPERTY.
CLEARANCE REQUIREMENTS
FROM FOREIGN UTIUTIES
ON PRIVATE PROPERTY
DDS-4 OH DETAIL SHEET 6 OF 7
011 ICI- d "l
TYPICAL METER INSTALLATION
SERVICE ENCLOSURE (NOTE 0
4' MIN.
8' MAX.
FINISHED GRADE
*Meg
CENTER BUS WILL BE
POWER LEG r FINISHED GRADE
4' MIN.
w MAX.
i wl - - lu - I =u -
°- �mwu4 Il!�i 14 ��!� I d a
TYPICAL METER INSTALLATION
WITH SERVICE ENCLOSURE
t
CONDUIT RISER SHALL BE RIGID
STEEL OR SCH.80 PVC.
24' MIN. RADIUS RIGID
STEEL OR SCH.40 PVC BEND
NOTES:
1. SEIWICE ENTRANCE ENCLOSURE FOR MULTIPLE METER INSTALLATIONS PROVIDED BY COMPANY AND
INSTALLED BY CONTRACTOR. FOR SERVICE ENTRANCES THROUGH 2500 AMPS.
2. METER SOCKETS INSTALLED BY CONTRACTOR.
S. CONDUCTORS, RACEWAY AND GUTTER PROVIDED AND INSTALLED BY CONTRACTOR.
4. SERVICE ENTRANCE CONDUCTORS TO BE CONTINUOUS FROM METER SOCKET INTO ENCLOSURE.
CONDUIT SHALL BE RIGID
STEEL OR SMOG PVC.
24' MIN. RADIUS RIGID
STEEL OR SCH.40 PVC BEND
TYPICAL METER INSTALLATIONS
DDS-4 OH DETAIL SHEET 7 OF 7
13 feet
typical
1
1" sch 40 PVC
minimum
'Back of Curb
Street Light Foundation
drawing 213 -330
Street Light Installation
A.W. Grimes Blvd.
0
• •
• •
2 eet typical assignment behind curb
1
12" x 12" Pull Box
drawing 213 -120
1" sch 40 PVC
minimum
1 45 degree bend 1