Ordinance No. 13,373ORDINANCE NO. 13,373
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF BAYTOWN, TEXAS,
AUTHORIZING THE FACILITIES EXTENSION AGREEMENT FOR THE
UNDERGROUND EXTENSION OF ELECTRICAL POWER LINES ALONG SAN
JACINTO BLVD. AND HUNT ROAD WITH CENTERPOINT ENERGY HOUSTON
ELECTRIC, LLC; AUTHORIZING PAYMENT BY THE CITY OF BAYTOWN IN AN
AMOUNT NOT TO EXCEED SEVEN HUNDRED TWENTY THOUSAND ONE
HUNDRED NINETEEN AND NO /100 DOLLARS ($720,119.00); MAKING OTHER
PROVISIONS RELATED THERETO; AND PROVIDING FOR THE EFFECTIVE
DATE THEREOF.
****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF BAYTOWN, TEXAS:
Section 1: That the City Council of the City of Baytown, Texas, hereby authorizes and
directs the City Manager to execute the Facilities Extension Agreement for the underground extension of
electrical power lines along San Jacinto Blvd. and Hunt Road with CenterPoint Energy Houston Electric,
LLC. A copy of said agreement is attached hereto as Exhibit "A" and incorporated herein for all intents
and purposes.
Section 2: That the City Council of the City of Baytown authorizes payment to CenterPoint
Energy Houston Electric, LLC, in an amount not to exceed SEVEN HUNDRED TWENTY
THOUSAND ONE HUNDRED NINETEEN AND NO /100 DOLLARS ($720,119.00) in
accordance with the agreement authorized in Section 1 hereinabove.
Section 3: That the City Manager is hereby granted general authority to approve any change
order involving a decrease or an increase in costs of FIFTY THOUSAND AND NO /100 DOLLARS
($50,000.00) or less, subject to the provision that the original contract price may not be increased by more
than twenty five percent (25 %) or decreased by more than twenty five percent (25 %) without the consent
of the contractor to such decrease.
Section 4: This ordinance shall take effect immediately fii and after its passage by the
City Council of the City of Baytown. '/
INTRODUCED, READ and PASSED by the affirmative/e f the City Council of the City of
Baytown this the 8th day of December, 2016. _
APPROVED AS TO FORM:
H. DONCARLOS,
-4 0 N42A"N'eN
to
ry
F N�OlJld6 ��
ACIO RAMIREZ, SR., City Att
R: \KaretffilesiCity Counci110rdinances\2016, emb 8'1 CenterPointFacilitiesExtensionAgreement .doc
- - - -.— — Exh i bit- "A"
Chapter 6: Company Specific Items
CenterPoint Energy Houston Electric, LLC
Applicable: Entire Service Area
6.3 AGREEMENTS AND FORMS
6.3.1 FACILITIES EXTENSION AGREEMENT
Sheet No. 6.24
Page 1 of 2
CNP 8038
This Facilities Extension Agreement is entered into by and between City of Baytown. herein
called "Retail Customer" and CenterPoint Energy Houston Electric, LLC, herein called
"Company" (hereinafter referred to as Agreement) for the construction, extension, installation,
modification, repair, upgrade, conversion, relocation, de- energization or removal of Company's
Delivery System, including temporary facilities (hereinafter referred to as facilities extension or
extension), as described herein.
This Agreement covers the facilities extension to Retail Customer location on San Jacinto
Boulevard south from I -10 and Hunt Rd..
The Company agrees to accept payment of $ 720.119.00 Dollars
to be paid by the Retail Customer, as a Non - Refundable Construction Payment in connection
with the Retail Customer request to extend Company facilities to the above described location as
follows: As detailed in the T& C Package. Job # 77359724• All cable by the Companv for
the extension of underground at Retail Customer expense. All civil engineered Plan &
Profiles. duct bank, and manhole construction by the customer at Company suecificadons
The securing of hermits required for construction are by the Retail Customer at his
expense. This agreement includes no cost for the addition, modification or removal of any
existing overhead facilities. Please contact the Comonnv's respective Service Center
representative for any additional costs that may be associated with this hroieet
• Unless otherwise stated by Company in writing, the Non - Refundable Construction
Payment amount above is valid for twelve months.
In consideration of said Non - Refundable Payment, to be paid to Company by Retail Customer
prior to commencement of construction, Company agrees to install and operate lines and
equipment necessary to distribute electric service to the identified location under the following
General Conditions:
• Company shall at all times have title to and complete ownership and control over
facilities installed by Company.
• Retail Customer must make satisfactory payment arrangements (if payment is required to
proceed extend Company facilities) and sign and return this Agreement before Company
can with the requested extension.
• Extension of service facilities is contingent on acquisition of all necessary easements and
rights of way
Revision Number. 5th 306 Effective: 9 /1 /11
Chapter 6: Company Specific Items
CenterPoint Energy Houston Electric, LLC
Applicable: Entire Service Area
I
Sheet No. 6.24
Page 2 of 2 ,
CNP 8038
Nothing herein contained within this Agreement shall be construed as a waiver or relinquishment
by Company of any right that it has or may hereafter have to discontinue service for or on
account of default in the payment of any bill owing or to become owing thereafter for any other
reason or cause stated in Company's Tariff.
This Agreement shall not be binding upon Company unless and until it is signed by an
authorized representative of the Company.
CenterPoint Energy Houston Electric, LLC
Norbert Gonzales
(name printed or typed)
Title Sr. En ' eering Specialist
Date 11/11/2016
Please make check payable to CenterPoint Energy
Title
Date
Citesof Baytown
Retail Customer
(name printed or typed)
Revision Number: 5th 307 Effective: 9/1/11
I
TERMS & CONDITIONS
UNDERGROUND ELECTRIC SERVICE
FOR
CITY OF BAYTOWN
SAN JACINTO BOULEVARD
UNDERGROUND EXTENSION
Job 477359724
Ccntcl-Point Energy (CNP)
M. jor Underground Engineering
P. O. Box 1700; Houston, Texas 77251 -1700
REFERENCE DRAWINGS:
Preliminary Site Plan Received:
Utility Plan & Profile Drawing: Received 06 /02/2016
REFERENCE CENTERPOINT ENERGY SPECIFICATIONS:
Service Standards May 1, 2016
Ready -Mix Concrete 007- 221 -01
Reviewed And Agreed To By:
Signature Title Date
Print Name
If tbis Ternls & Conditions package is signed by anyone other than an official from City
of Bavtown it will not be considered valid. A valid signature will be considered an
acceptance of all information contained within this Terms & Conditions package.
CenterPoint Energy
Houston, Texas
WRITTEN
NOG
11/1/2016
CHECKED
NDG
11/11/2016
APPROVED
RED C
11/1112016
FD0573
SHEET 1 OF 15 SHEETS
NO.
DATE
ITEMS REVISED
BY
CH
APP
Job #77359724
GENERAL
A. These Terms and Conditions are for the extension of underground conduit and conductors
along San Jacinto Boulevard and into Hunt Rd. by the City of Baytown. The City of
Baytown and /or its contractors/representatives are herein referred to as the Customer.
B. The CNP Major Underground Engineering (MUG) representative is Norbert Gonzales at
713 -207 -6168 or Norbert. Gonzales@CenterPointEnergy.com.
The CNP Service Area Consultant is Isaac 1. Atwood at 281 -425 -7312
C. The Customer must comply with all CNP Service Standards, the National Electrical Code,
the National Electrical Safety Code, all Occupational Safety and Health Administration
( OSHA) requirements, the International Building Code and all local governing body
codes.
D. During installation of CNP equipment, CNP will make every effort to preserve the
Customer's landscaping, parking areas, or other facilities. However, any cost that has been
quoted to the Customer does not include any special replacements or repairs to these
items. The Customer shall be solely responsible for any expenses associated with
replacements or repairs to its facilities.
E. The service arrangement outlined in these Terms and Conditions is based on the Customer
request and customer drawings referenced on page 1. Any changes in the design as
illustrated in the referenced drawings may impact GNP's ability to meet the Customer's
requested service date.
Any changes, additions, deletions, rearrangements, relocations, rerouting, reduction of
clearances, etc., of the Customer's and/or GNP's service facilities illustrated in these Terms
and Conditions shall have the MUG's approval and may require a revised Terns and
Conditions. It is the Customer's responsibility to coordinate the location of all Customer
installed facilities outlined in these Terms and Conditions with all other structures and/or
appurtenances not shown in the referenced drawings.
F. Contact the MUG representative concerning Customer drawing revisions, information
submission, questions, Terms and Conditions revision requests, etc.
G. Hard copy submittals may be mailed to the MUG representative (address — 3000A
Harrisburg Blvd. — Houston, Texas 77003). Electronic submittals may be e- mailed to the
MUD Engineering representative. The MUG representative will; "approve the submittals",
"approve the submittals as noted" or "not approve the submittals". The Customer shall not
install any item that requires CNP approval before receiving an official approval from the
MUG. CNP shall not be responsible for any installed item that has not received MUG
approval.
REVISION NO. I SPECIFICATION NO. I I I I I SHEET 2 OF 15 SHEETS
Job #77359724
ACCESS
The Customer must provide a twelve foot (12') minimum width, fourteen foot (14') minimum
vertical clearance, all weather, vehicle access road designed for HS -20-44 loading as recognized
by the American Association of State Highway Officials (AASHO), for CNP personnel and
equipment to the proposed manholes and terminal poles. If the access road has not been
completed and passed final inspection (see Final Inspection, page 5) at the time the Customer
requests the cable to be installed, the cable can only be set under the following conditions.
A. The MUG has determined that the access route is dry and readily accessible to CNP's
normal installation equipment.
B. The Customer shall be responsible for all expenses associated with the repair and/or
replacement of CNP pad mounted equipment damaged by additional construction
activity. Damage to CNP equipment may result in delays to the Customer's requested
service date.
C. CNP will not complete the underground construction (i.e. pulling & terminating
cable, energizing the service, etc.) until the access road and pad mounted equipment
location have passed final inspection (see Final Inspection, page 5).
The Customer must maintain these requirements for the life of the service.
CNP will utilize the proposed San Jacinto Boulevard for the required access.
PLAN AND PROFILE DRAWINGS
The Customer must provide plan and profile drawings for the installation of all underground
facilities around the construction area. The Customer is also required to obtain all applicable
construction permits from the appropriate governing authorities. The plan and profile drawings
must be in accordance with CNP standards attached. These drawings must be approved by CNP
and the appropriate governing authorities before beginning the installation of underground
facilities (duct bank, manholes, etc.).
It is recommended that the Customer meet with the MUG representative to discuss the preparation of
the drawings.
The Customer shall supply CNP with mylar originals and electronic files of the approved final
drawings
CNP will keep the original approved drawings on file and furnish one (1) copy to the Customer. If
the Customer requests additional copies, CNP will arrange to supply copies or reproducible mylars at
the Customer's expense.
If the actual installation differs from the proposed routing on the drawings, then the Customer shall
provide CNP with one (1) set of bluelines, marked in red pencil, to indicate AS BUILT corrections.
REVISION NO. I SPECIFICATION NO. I I I I I SHEET 3 OF 15 SHEETS
Job #77359724
FACILITIES INSTALLED BY THE CUSTOMER
All facilities are to be installed per the attached construction specifications. The Customer or its
contractor is to request a preconstruction meeting prior to starting the required underground
construction by calling the number listed below.
All facilities shall be inspected by CNP after the conduit is installed, pads are formed, reinforcing
rods installed, etc. but prior to the pouring of concrete. CNP recommends that the Customer
complete the pouring of concrete on the day the facilities are inspected and approved. The
Customer will insure that all inspected and approved facilities remain in the approved condition
until the concrete pour has been completed. If there is damage to the inspected and approved
facilities prior to the pouring of concrete, the facilities must be re- inspected by CNP before the
Customer begins the pouring of concrete. CNP reserves the right to require the Customer to break
out any unapproved concrete pours at its expense.
CNP will make a reasonable attempt to complete all inspection requests. To insure that inspection
requests can be fulfilled, they should be made twenty-four (24) hours in advance (Mon. - Fri.;
between 9:00 am. and 3:00 p.m., holidays excluded) to the MUG at (713) 207 -6229. jQh
#77359724 must be provided as the inspection identification number.
PRECAST MANHOLES
CNP will allow the Customer the option to install either poured -in -place or approved precast
manholes. The use of precast manholes is approved for all locations where the vehicular loading
does not exceed AASHO HS -2044 Highway Loading (72,000 pounds).
CNP's current approved suppliers are:
Oldcastle Precast, 13600 South Wayside Road, Houston, Texas 77048, (713) 934 -7900.
Locke Solutions, 7600 S. Santa Fe Dr., Building I, Houston, Texas 77061, (832) 804 -7062.
Forterm Pipe & Precast, 860 Airport FrwN Suite 300 Hurst, Texas 76054, (817) 581 -3005
(Forterra is currently only approved for small manholes)
Three (3) copies of the supplier's drawing must be submitted to the Engineering contact, for
approval prior to procurement and /or installation.
CNP also recommends the installation of the required duct bell terminators by the manhole
supplier on all precast manholes. Manholes are to be placed on a minimum of six inch (6')
leveled base of sand or crushed rock to insure uniform distribution of soil pressure on the floor.
CNP must inspect this requirement prior to the installation of the manhole inside the exposed pit.
The use of precast necks is not approved.
DUCTBANK INSTALLATION
All proposed conduit for GNP's use is to be installed in straight runs, unless otherwise indicated on
CNP drawings. Any conduit bends must be installed with a twenty foot (20) minimum radius,
unless indicated otherwise on CNP drawings. Conduit turn-ups into any equipment pad and/or
pole pedestal must have a minimum five foot (51 radius. Any deviations from these requirements
shall have written approval from the MUG representative prior to installation.
During installation, the minimum depth for a conduit run must be referenced to the final grade.
FR NO. SPECIFICATION NO. SHEET 4 OF 15 SHEETS
Job #77359724
DUCTSANK INSTALLATION (continued)
The Customer is to delay installation of approximately the last twenty feet (2w) of the conduit run
and the pole pedestal to any terminal pole until the pole has been set by CNP. Before trenching to
the base of any terminal pole, the Customer must securely brace the pole. The Customer must
request staking and setting of any terminal pole by contacting the Service Area Consultant.
The Customer must provide a jet line in each conduit installed. This jet line shall extend a
minimum of seven feet (7') beyond the end of each conduit.
All conduit and manhole installation by the City of Baytown are proposed to be in public right of
way, therefore no easements will be required. The conduits and manhole will not be surveyed or
located by CNP after they are installed. No toning wire conductor installation will be required.
However, if the proposed street right of ways are not declared public right ways, then CNP must
secure easements over the conduit and manholes. The customer must then install toning conductor
in all manholes and conduit for CNP to survey and locate the conduit for easements.
Conduit ends shall be plugged with a duct cap or other type capping device. The use of rags to
plug conduits is not acceptable. If the conduit is installed in stages, the Customer must keep each
section of conduit capped until the new section is installed. If, prior to CNP using any conduit, the
conduit is found to be blocked, the Customer will be responsible, at its expense, for removing the
obstruction.
CLEARANCES
Final approval for the location of the manhole and terminal poles is contingent upon proper
clearance, as determined by CNP, from cooling towers, vents, buildings, structures, etc., and other
underground utilities. It is in the Customer's and CNP's best interest to have all service equipment
in a contamination -free environment to avoid unscheduled outages and/or premature equipment
failures. Therefore, prior to any construction, the Customer shall inform the MUG representative
of any existing or future contamination or pollutants which may affect the equipment so that
necessary clearances can be secured.
The MUG representative shall be notified promptly if the Customer intends to install any
obstructions such as walls, hedges, bushes, trees, etc., around the transformer and/or any
associated equipment so that additional clearances and access can be secured. Any proposed
enclosure surrounding CNP's equipment must be louvered, and both a profile and a cross - sectional
view of the proposed louvered enclosure shall be submitted for approval prior to installation.
If, in the future, there is a problem with contamination of CNP's equipment, or proper clearances
are not maintained, CNP reserves the right to relocate the equipment at the Customer's expense.
A one foot (1) minimum vertical clearance must be maintained between CNP duct banks and all
non -CNP facilities crossing the duct bank.
A five foot (5) minimum horizontal clearance must be maintained between CNP duct banks and
other facilities running parallel to the duct bank. CNP will not allow joint trenching between CNP
duct banks and other facilities.
REVISION NO. I SPECMCATION NO. SHEET 5 OF 15 SHEETS
Job #77359724
FINAL INSPECTION
After the Customer has advised CNP that all "Customer installed" facilities pertaining to this
service arrangement have been completed and inspected, a final on -site inspection will be made by
a MUG representative. This final inspection will verify that all Customer installed facilities are in
accordance with these Terms and Conditions. The Customer (or its contractor) and the Service
Area Consultant will be advised of any needed corrections and/or changes. When all necessary
corrections and/or changes have been completed, CNP's portion of the constriction may begin.
INDEMNIFICATION AND LIABILITY LIMITS
Indemnity: This indemnity is pursuant to Company's Tariff located on our website at
www.centerpointenergy.com.
RETAIL CUSTOMER ASSUMES THE RISK OF AND SHALL INDEMNIFY COMPANY
AGAINST DAMAGES FOR INJURIES OR DEATH TO PERSONS OR LOSS TO RETAIL
CUSTOMER'S PROPERTY, OR TO THE PROPERTY OF COMPANY, WHEN OCCASIONED
BY ACTIVITIES OF RETAIL CUSTOMER OR THIRD PARTIES ON CUSTOMER'S
PREMISES, RESULTING FROM THE INSTALLATION, EXISTENCE, REPLACEMENT, OR
REPAIR OF COMPANY'S UNDERGROUND FACILITIES, AND AS FURTHER PROVIDED
IN THE TERMS OF "LIMITS ON LIABILITY," SECTIONS 4.2 AND 5.2 OF THIS
TARIFF. NOTWITHSTANDING ANY OF THE ABOVE, THE PROVISIONS REQUIRING A
RETAIL CUSTOMER TO INDEMNIFY, FULLY PROTECT, OR SAVE COMPANY
HARMLESS APPLY TO A GOVERNMENTAL ENTITY AS THIS TERM IS DEFINED IN
CHAPTER 2251 OF THE TEXAS GOVERNMENT CODE, TO THE EXTENT OTHERWISE
CONSISTENT WITH LAW; PROVIDED, HOWEVER, THAT ANY GOVERNMENTAL
ENTITY THAT IS A RETAIL CUSTOMER TO WHICH THIS SUBSECTION 2.5 APPLIES
MUST TAKE NECESSARY STEPS TO ENSURE THAT THE INDEMNiIFICATION
REQUIREMENTS OF THIS SUBSECTION 2.5 DO NOT CREATE A "DEBT" IN VIOLATION
OF ARTICLE XI, SECTION 7 OF THE TEXAS CONSTITUTION. SUCH STEPS MAY
INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO, A THIRD -PARTY
INDEMNIFICATION IN WHICH THE CONTRACTOR PERFORMING THE WORK FOR
THE GOVERNMENTAL ENTITY INDEMNIFIES THE COMPANY OR THE
ESTABLISHMENT OF A SINKING FUND. (see Governmental Entity Addendum if applicable)
REVISION NO. I SPECIFICATION NO. I I I I I SHEET 6 OF 15 SHEETS
FINAL GRADE (ROAD. PARKING AREA, ETC.)
SHEET 7 OF 15
JOB #77359T24
i
MINIMUM
42" STEEr PUMP TUBE
CASING
IF 2- 2• 4-
9 -62
CONDUITS
9 -61
CONDUITS
^V � t
}•
7F
QLjLJ L
25 i
6 - 6'
CONDUITS
DRIVE #3 REBAR FOR
SPACER ANCHOR .�
(SEE NOTE 7)
SPACER (SEE NOTE 2)
#3 BARS 3' -0" L
(SEE NOTE 5)
. 4
i/�}
L*
� *
2
2 - 6'
CONDUITS
L
1 _e �/
NOTE. 2 BRICKS -
THE CUSTOMER AND /OR ITS CONTRACTOR (BOTTOM OF oe 6
IS TO REQUEST A PRECONSTRUCTION MEETING TRENCH) �
PRIOR TO STARTING CONSTRUCTION BY CALLING
(713) 207 -6229.
NOTESs
1. CONDUIT TO BE PVC. MINIMUM GRADE TYPE EB.
2. SPACERS SHOULD BE INSTALLED NOT MORE THAN 10' -0' APART.
3. CONDUITS TERMINATING AT MANHOLES SHOULD BE SLOPED 0.57
DOWN TOWARD MANHOLE.
4. ALL EXTERIOR CONCRETE COVER DIMENSIONS ARE MINIMUM.
5. CONCRETE SHALL BE IN ACCORDANCE WITH CNP
SPECIFICATION 007-221-01, LATEST REVISION.
6. PLACE REINFORCING BARS IN 4 CORNERS OF THE CONCRETE
WHERE SPACERS ARE USED.
7. ON COLD JOINT CONCRETE POUR USE 05 REBAR Q'-09 IN LENGTH.
EXPOSED V -69.
B. LENGTH OF REBAR FOR SPACER ANCHOR WILL VARY PER DUCT
BANK HEIGHT.
9. CONDUITS ENDS SHALL BE PLUGGED WITH A DUCT CAP OR OTHER
TYPE OF CAPPING DEVICE.
10. A ONE FOOT VERTICAL CLEARANCE MUST BE MAINTAINED BETWEEN
CNP'S OUCTBANK AND ALL NON -CNP
FACILITIES CROSSING THE OUCTBANK,
I1. A FIVE FOOT HORIZONTAL CLEARANCE MUST BE MAINTAINED BETWEEN
CNP'S OUCTBANK AND ALL NON -CNP
FACILITIES RUNNING PARALLEL TO THE OUCTSANK
IJOINT TRENCHING NOT PERMITTE01. THREE PHASE OUCTSANK
12. INSTALL JET LINE IN ALL CONDUITS AND A 014 AWG WIRE FEEDER
IN ONE CONDUIT.
BASED ON DISTRIBUTION STANDARD DLFS2C
•
SCRAP PVC
SEE NOTE 5
R
r i /—SEE NOTE 6
BY CNP
BY CUSTOMER z 02
GROUND LINE o ' a' o
1 °I I
I I I . �•
J AI_
1.1 v
10% ° ^I
I
I
NON— THREADED PVC %_c
COUPLING
FBI
° I
I I
CONDUIT v °
5'R Ia I
CONCRETE
° I I
I I
LCI
INLINE PLACEMENT OF CONDUIT
N
NOTES:
1. CONDUIT BENDS AT TERMINAL POLE SHALL BE PVC.
2. BRACE THE POLE SECURELY BEFORE TRENCHING.
3. INSTALL CONDUIT BENDS TO BASE OF POLE. ADD
PORTIONS OF STRAIGHT CONDUIT AS NECESSARY TO
OBTAIN THE PROPER HEIGHT ABOVE FINAL GRADE.
4. ATTACH COUPLING TO END OF CONDUIT.
5. INSERT. BUT 00 NOT GLUE . A SHORT PIECE OF SCRAP PVC
CONDUIT INTO THE TOP COUPLING. TIE CONDUIT TO BRACKET.
S. FORM AREA AROUND PEDESTAL TO THE TOP OF THE COUPLING.
FORM PEDESTAL SO THAT NO CONCRETE WILL CONTACT POLE.
7. AFTER INSPECTION BY CNP, POUR CONCRETE TO
TOP OF COUPLINGS.
B. ALL CONDUITS SHALL HAVE A MINIMUM 4'CONCRETE COVER.
SHEET B OF 15
JOB x 77359724
TOP VIEW
OVERHEAD
F---%q --
LINE DIRECTION
. 0
TP *40463.
TERMINAL POLE CONDUIT
PLACEMENT MV & 35 KV
BASED ON DISTRIBUTION STANDARD 65 -500
SHEET 9 OF 15
B JOB #77359724
pp
GROUND ROD ---a'
e � `
N m w PULLING I
w - EYE
py N jrf
N
� 6 V
B"
' -0"
V -se"
PLAN VIEW
B" STABILIZED SAND
� +� tnPl naCT ral/f Wf TI nn \!L'®
GROUND
SECTION A -A
NOTES:
1. CNP RECOMMENDS THE INSTALLATION OF THE
REOUIRED DUCTBELL TERMINATORS BY THE
MANHOLE SUPPLIER ON ALL PRECAST MANHOLES.
2. MANHOLES ARE TO BE PLACED ON A MINIMUM
OF SIX (6) INCH LEVELED BASE OF SAND
OR CRUSHED ROCK TO INSURE UNIFORM
DISTRIBUTION OF SOIL PRESSURE ON THE FLOOR.
3. CNP MUST INSPECT THIS REQUIREMENT
PRIOR TO THE INSTALLATION OF THE
MANHOLE INSIDE THE EXPOSED PIT.
4. THE USE OF PRECAST NECKS IS NOT APPROVED.
SECTION B —B
MANHOLE
#119019#11903
#11909 , #1 1910
SMALL TWO NAY MANHOLE
12KV & 35KV
BASED ON DISTRIBUTION STANDARD MHB00
IN
L_
1' -0" MIN. TO
HIGHEST CONDUIT
w
z
1' -0" MIN. TO
LOWEST CONDUIT •:
OL
aI
1
m
GROUND
SECTION A -A
NOTES:
1. CNP RECOMMENDS THE INSTALLATION OF THE
REOUIRED DUCTBELL TERMINATORS BY THE
MANHOLE SUPPLIER ON ALL PRECAST MANHOLES.
2. MANHOLES ARE TO BE PLACED ON A MINIMUM
OF SIX (6) INCH LEVELED BASE OF SAND
OR CRUSHED ROCK TO INSURE UNIFORM
DISTRIBUTION OF SOIL PRESSURE ON THE FLOOR.
3. CNP MUST INSPECT THIS REQUIREMENT
PRIOR TO THE INSTALLATION OF THE
MANHOLE INSIDE THE EXPOSED PIT.
4. THE USE OF PRECAST NECKS IS NOT APPROVED.
SECTION B —B
MANHOLE
#119019#11903
#11909 , #1 1910
SMALL TWO NAY MANHOLE
12KV & 35KV
BASED ON DISTRIBUTION STANDARD MHB00
n
O
h
I AL
PROP
9-6°
-1B
3' -2 %'
PROP
PVC PIPE
SLEEVE 6"
51_46'x" I� `° 5'_45 /g
PULLING EYE
PROP
9 -6°
VIEW
I� PROP PROP
rJ B-69 9-6° FOR
m 1906 Lai 1908
_, 8° STABILIZED SAND
7
to
a�
v
in
:1.
SHEET # 10 OF 15
JOB # 77353724
320 CASTING WITH COVER
BRICK Iloi GROUT
SECTION A -A
I1°
NOTES:
I. CNP RECOMMENDS THE INSTALLATION OF
THE REQUIRED DUCTBELL TERMINATORS
BY THE MANHOLE SUPPLIER ON ALL
PRECAST MANHOLES.
2. MANHOLES ARE TO BE PLACED ON A MINIMUM
OF SIX (5) INCH LEVELED BASE OF SAND
OR CRUSHED ROCK TO INSURE UNIFORM
DISTRIBUTION OF SOIL PRESSURE ON THE FLOOR.
3. CNP MUST INSPECT THIS REQUIREMENT PRIOR
TO THE INSTALLATION OF THE MANHOLE
INSIDE THE EXPOSED PIT.
4. THE USE OF PRECAST NECKS IS NOT APPROVED.
1'-0 MIN•TO i•
If COHDUIT
LOWEST CONDUIT
Amh
PIPE SLEEVE
SECTION B -B
MANHOLE
#11902911904, #11906
#11908 4#11912 9 #11913
#11914
SMALL FOUR WAY MANHOLE
12KV
BASED ON DISTRIBUTION STANDARD MH400
PROP
9 -6'
a
M�
re
l.®
8' STABILIZED SAND
III A ►1 \ /iriI_I
[a
'a
'a
OROIOID Roo
U SECTION A -A
NOTES:
1. CNP RECOMMENDS THE INSTALLATION OF THE
REQUIRED DUCTBELL TERMINATORS BY THE
MANHOLE SUPPLIER ON ALL PRECAST MANHOLES.
2. MANHOLES ARE TO BE PLACED ON A MINIMUM
OF SIX (6) INCH LEVELED BASE OF SAND
OR CRUSHED ROCK TO INSURE UNIFORM
DISTRIBUTION OF SOIL PRESSURE ON THE FLOOR.
3. CNP MUST INSPECT THIS REQUIREMENT
PRIOR TO THE INSTALLATION OF THE
MANHOLE INSIDE THE EXPOSED PIT.
4. THE USE OF PRECAST NECKS IS NOT APPROVED.
SHEET 11 OF 15
JOB #77359724
A
32' CASTING WITH COVEN
BRICK 111 SMUT
IQ!z, ;
11 L
11
11
u
u
u
U
SECTION B -8
MANHOLE
#119059 #11911
#1 1916. #1 1917
SMALL THREE WAY MANHOLE
12KV & 35KV
BASED ON DISTRIBUTION STANDARD
0
a
PROP n
9�s
4;
3' -27,
PROP
0 '0b1n 8"
h
GROUND R00 e
S' -45® 1
I , „,�
I
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EEYYEE s
f” 7' -0"
7' .{Sl"
L-8
B" STABILIZED SAND
s:
�N A
N
PROP 1
9 -6r
PLAN VIEW
I
-=i F--1
I
GROUND ROD
V SECTION A -A
NOTES:
I. CNP RECOMMENDS THE INSTALLATION OF THE
REQUIRED DUCTBELL TERMINATORS BY THE
MANHOLE SUPPLIER ON ALL PRECAST MANHOLES.
2. MANHOLES ARE TO BE PLACED ON A MINIMUM
OF SEX (6) INCH LEVELED BASE OF SAND
OR CRUSHED ROCK TO INSURE UNIFORM
DISTRIBUTION OF SOIL PRESSURE ON THE FLOOR.
3. CNP MUST INSPECT THIS REQUIREMENT
PRIOR TO THE INSTALLATION OF THE
MANHOLE INSIDE THE EXPOSED PIT.
4. THE USE OF PRECAST NECKS IS NOT APPROVED.
SHEET 12 OF 15
JOB #77359724
32° CASTING WITH COVER
11d" GROUT
m
11 ,
11
II
i
a
u
n -=
u
SECTION 8-8
ti
MANHOLE 911907
SMALL THREE WAY MANHOLE
12KV & 35KV
ON DISTRIBUTION STANDARD MHCOO
V;
PULLING
EYES
PULLING
EYES
11 ,
11
II
i
a
u
n -=
u
SECTION 8-8
ti
MANHOLE 911907
SMALL THREE WAY MANHOLE
12KV & 35KV
ON DISTRIBUTION STANDARD MHCOO
zN
a
a
PACP
9i'
B' STABILIZED SM
rt my YAC.tR
A
N
SHEET 13 OF 15
JOB #77359724
a•I k It
WDIMG ROD
U SECTION A -A
NOTES:
1. CNP RECOMMENDS THE INSTALLATION OF THE
REQUIRED DUCTSELL TERMINATORS BY THE
MANHOLE SUPPLIER ON AL l PRECAST MANHOLES.
2. MANHOLES ARE TO BE PLACED ON A MINIMUM
OF SIX 16) INCH LEVELED BASE OF SAND
OR CRUSHED ROCK TO INSURE UNIFORM
DISTRIBUTION OF SOIL PRESSURE ON THE FLOOR.
3. CNP MUST INSPECT THIS REQUIREMENT
PRIOR TO THE INSTALLATION OF THE
MANHOLE INSIDE THE EXPOSED PIT.
a. THE USE OF PRECAST NECKS IS NOT APPROVED.
11
N SECTION B -B
11
V
MANHOLE #11915
SMALL THREE WAY MANHOLE
12KV & 35KV
ON DISTRIBUTION STANDARD
CenterPoint SI IEET • 14 OF 15 �
MAJOR UNDERGROUND ENGINFFRING - ry��/
GI.NERAI I OCA "LION SKLTCH Yl
I AI.IRFR7: a KEY IJAP CIRGUII FUN i ONAI LOCATION SLALE JOB Nl' C
NTS NTS NTS NTS NTS 17351724
CITY Of BAYTOWN
OR 19"I f 1 "Atli '11 ' I.
1
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CITY Of BAYTOWN
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SH EET 15 OF 15
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