HomeMy WebLinkAboutC2016-284 - 4/27/2016 - NA •
LICENSE AGREEMENT
STATE OF TEXAS §
§
COUNTY OF NUECES §
This Agreement ("Agreement") is entered into by and between the City of Corpus Christi
("City"), a Texas home-rule municipal corporation, and Magellan Terminals Holdings,
L.P. ("Licensee"), a Delaware limited partnership, whose business address is One
Williams Center, OTC-8, Tulsa, OK 74172.
WHEREAS, Licensee owns the real property and improvements located at 1802 Poth
Lane, Corpus Christi, Texas, and being more particularly described as 22.806 acres
(Tract 1) and 20 acres (Tract 3) out of the E. Villarreal Grant, Abstract No. 1
("Property"), as shown in Exhibit A; and
WHEREAS, Licensee wishes to construct an overhead pipeline bridge with a ten inch
(10") naphtha pipeline, eighteen inch (18") condensate pipeline, and twenty inch (20")
water pipeline (hereinafter"Improvements"), which will encroach in a City street right of
way known as Tribble Lane (hereinafter"Premises"), as shown in Exhibit B; and
WHEREAS, Licensee has requested City allow the use and occupancy of the Premises
for Licensee's Improvements.
NOW THEREFORE, THE CITY AND LICENSEE AGREE AS FOLLOWS:
In accordance with Article IX, Section 1, of the City's City Charter and in consideration
of the payment of a one-time application fee of Nine Thousand Dollars ($9,000) and the
first annual license fee in the amount of One Hundred Eight-Six Dollars ($186.00), paid
by Licensee, the receipt of which is acknowledged, the City has granted and by these
presents does grant to Licensee, for the term and upon the conditions stated in this
Agreement, a License for the right to install, operate, maintain, repair and remove
Improvements on Premises. The area in which the License is granted for the location of
the Improvements is referred to in this Agreement as the "License Area." Licensee
agrees that the Improvements shall not be expanded, enlarged or altered in any way
nor shall the height or stories be increased without the prior written approval of City.
The License granted by this Agreement is issued to the Licensee only. This Agreement
may not be assigned by Licensee, without the City Manager's prior written consent.
Licensee must notify the City if Licensee sells or transfers ownership of the
Improvements.
The License granted by this Agreement is subject to the Licensee's compliance at all
times with the following conditions:
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4/27/16
Magellan Terminals Holdings LP INDEXED
A. This Agreement, and the rights granted under the Agreement, may be
revoked at any time by the City upon providing the Licensee not less than 90
days' notice, in writing, by the City's City Manager or designee ("City
Manager"). In the event of a revocation by the City Manager or earlier
termination of this Agreement by either party, no portion of any payment
made under this Agreement is refundable to the Licensee.
B. This Agreement is for a perpetual term, subject to termination under Section
A above. It also terminates if Licensee discontinues for a period of 24
consecutive months or abandons the use of the Improvements. Licensee
must continue to pay the required annual license fee during the period of
discontinued use, otherwise, this Agreement terminates immediately upon
discontinued use or abandonment. This License is made expressly subject
and subordinate to the right of the City to use the Premises for any public
purpose. In the event that City gives notice of termination under Section A,
Licensee shall at its sole cost and expense make or cause to be made the
removal of the Improvements. Licensee shall reimburse City for the cost of
City's removal of the Improvements if Licensee does not remove them within
the notice period.
C. The City reserves the right to construct, maintain and/or modify city-owned
facilities, including but not limited to, street and utility improvements. The City
will provide 30 days written notice to the Licensee when the City has
determined that removal, relocation or alteration of the Improvement is
reasonably necessary for construction, maintenance, modification or
operation of city-owned facilities. The Licensee shall promptly make the
required adjustments. The required work will be done at Licensee's expense.
D. The Licensee agrees to comply with City Code of Ordinances Chapter 35,
Article VII and Chapter 49, Article VII.
E. The Licensee shall provide the City with a 3-dimensional map of the
Improvements accurate to within 1 foot and GIS coordinates, which will be
included with this Agreement as Exhibit C and 2D dwg file must be submitted
for the as-builts.
F. The Licensee shall mark all Improvements located on City Premises with
magnetic marking tape if the utility is located underground.
G. The Licensee shall acquire and maintain at all times for the term of this
Agreement insurance coverage pertaining to the License Area granted under
this Agreement and the activities authorized by this Agreement. The types of
required insurance coverages must be in the minimum amounts set forth in
the attached Exhibit D, the substantive content of Exhibit D being
incorporated by reference into this Agreement as if fully set out here in its
entirety. The insurance policies must name the City as an additional insured
{00053107.4} ROW License Agreement Revised 02-23-16
Deb I CITY OF CORPUS CHRISTI
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and may not be canceled, renewed or materially changed by Licensee unless
at least ten (10) days advance written notice has been provided to the City.
Upon the City Manager's written request, Licensee shall provide copies of all
requested insurance policies to the City's City Attorney.
H. Should construction be deemed necessary by Licensee in the License Area,
construction plans and specifications for all proposed work shall be submitted
in advance by the Licensee to the City's City Engineer for approval prior to
beginning the construction process. The plans must show the depth and
location of the proposed construction and distance from existing pavement,
water, storm water, wastewater and gas lines. The Licensee shall also
comply with any other laws, rules, regulations and ordinances applicable to
construction in the City and in the public right-of-way, including obtaining all
required permits. Licensee shall fully pay for all labor and materials used in
the License Area and will not permit or suffer any mechanic's or material
man's liens of any nature to be affixed against the Premises by reason or any
work done or materials furnished to the Premises at Licensee's request.
I. Licensee shall provide all necessary and proper safety devices so as to
prevent injuries or accidents in the License Area, in as much as possible.
J. At least 48 hours prior to beginning any approved construction, Licensee shall
contact 1-800-DIG-TESS and the Lone Star Notification Center (1-800-669-
8344), and any other required agency or authority. Additionally, at least 48
hours prior to beginning any approved construction, Licensee shall give notice
and verify depth and location of communication lines or communication
fiber optic cables, whichever is applicable, to the following:
• City Utility Departments, including Water, Storm water, Wastewater and
Gas;
• American Electric Power(AEP);
• American Telephone and Telegraph (AT&T);
• CenturyTel;
• Time Warner;
• Grande Communications; and
• Any and all other certified telecommunications providers.
A City inspector may request a utility line be uncovered to verity its depth or
location.
K. Any construction process and use of the License Area by Licensee shall not
interfere with the construction, installation, operation, maintenance, repair,
removal or replacement by the City or any of its agents, contractors or
franchisees of any existing or proposed roadways, sidewalks, utility lines or
other uses. If the City or any franchisee with utilities currently located in said
{00053107.4} ROW License Agreement Revised 02-23-16
Deb I CITY OF CORPUS CHRISTI
public right-of-way needs access to the right-of-way, Licensee shall pay for
removing or relocating the Improvement in the License Area to allow access
to utility lines for maintenance, repair, removal or replacement of the utility
lines. The Licensee shall repair the License Area to its original condition in a
reasonable period of time as determined by the Director of Development
Services or cease to use the License Area, at which time this Agreement
terminates immediately.
L. Traffic Engineer requirements pertaining to this Agreement, if applicable in
context:
1. At least 48 hours prior to commencing any approved construction, the
Licensee shall file and obtain approval for a traffic control plan with the
City's Traffic Engineer. No closure or barricading of a public right-of-way
or any portion of a public right-of-way may occur before approval of the
traffic control plan and, if applicable, approval of a detour or barricade plan
has been obtained from the City's Traffic Engineer.
2. Should Licensee require a trench, pit or similar excavation be dug during
approved construction, the Licensee shall file and obtain approval for
barricading said trench, pit or excavation in accordance with the Texas
Manual on Uniform Traffic Control Devices from the City's Traffic
Engineer. [See paragraph "T" of this Agreement for additional
requirements regarding trenches, pits and similar excavations.]
M. If, as determined by the City Manager, damage occurs to any pavement,
sidewalk, curb, gas, water, storm water or wastewater line, Licensee shall
allow the City immediate access to the License Area to perform an
assessment, make repairs or take any other action deemed necessary by the
City. Determination of the extent of damage and repairs necessary to restore
the utility line(s) shall be made by the City Manager. All reasonable costs of
the City associated with said damage and repair, including labor and
materials, shall be paid by Licensee within 30 days of the City's invoice.
N. Should construction become necessary near existing water or wastewater
lines, Licensee shall take every precaution not to disturb the soil surrounding
any such lines, including all thrust blocks.
0. If any approved work is conducted near any existing water main, it shall be
done under the inspection of a City inspector at a daily rate of three-hundred
ten dollars and thirty-five cents ($310.35) for each day spent inspecting
construction, installation, maintenance, repair, removal or replacement in the
License Area. A half-day, being four hours or more of work time by the City
inspector, constitutes a whole working day for purposes of calculation. Any
time in excess of eight hours a day, or on Saturday, Sunday or holidays, shall
be calculated at a daily rate of fifty-eight dollars and eighteen cents ($58.18)
{00053107.4} ROW License Agreement Revised 02-23-16
Deb I CITY OF CORPUS CHRISTI
per hour. Any assessed inspection fees shall be paid by the Licensee to the
appropriate City department within 30 days of the City's invoice. These
amounts will be adjusted annually each year on August 1 to reflect any pay
increases that may be attributable to the rates charged.
P. At any and all times, Licensee shall be responsible for the repair and
maintenance of the License Area, including any costs associated with
damage occurring due to natural weather elements/occurrences or man-
made forces. Should damage occur to the License Area, regardless of the
type of damage, Licensee shall immediately repair the damage upon notice
by the City. Failure to so repair terminates this Agreement immediately
without any further action needed on the part of the City.
Q. Licensee agrees that any Improvements located above the ground shall be
cleaned, maintained and repaired immediately to preserve the public health
and safety and prevent blight.
R. Licensee shall repair, or cause to be repaired, any damage to pavement,
driveways, culverts, head walls, landscaping, sidewalks, curbs, gutters and/or
any other structure, public or private, resulting from or caused by reason of
construction, installation, maintenance, repair, removal, replacement or
operation of the License Area.
S. If a trench, pit or other excavation is required during approved construction,
no trenches, pits or other excavation, other than bore pits, shall be left open
overnight, except as specifically authorized by the City's Director of
Development Services and City's Engineer. Bore pits are not allowed open
for a period of longer than 14 calendar days, regardless of location. All
trenches, pits or other excavations, other than bore pits, shall be backfilled by
the Licensee promptly and in accordance with current City standards and
specifications and as per the City inspector's request. All trenches, pits and
other excavations, including bore pits, shall be barricaded by the Licensee in
accordance with the Texas Manual on Uniform Traffic Control Devices and as
approved by the City's Traffic Engineer. [See paragraph "M.2." for additional
requirements pertaining to trenches, pits, and other excavations.]
T. If backfilling becomes necessary, all backfill, specifically including that in and
around existing utilities, shall be made by Licensee according to current City
standards and specifications and as required by a City inspector.
U. (If applicable) Use of the Wastewater Line Improvements authorized by this
Agreement is strictly limited to providing service to Magellan Terminals
Holdings, L.P., located at 1802 Poth Lane, Corpus Christi, Texas 78407, in
the License Area. Licensee shall not provide, nor permit anyone else to
provide or receive, service through said Wastewater Line or at any facilities
within the City other than the building facilities specifically included in this
{00053107.4} ROW License Agreement Revised 02-23-16
Deb I CITY OF CORPUS CHRISTI
5d7/f
Agreement without first obtaining a franchise or other required approval from
the City.
V. LICENSEE COVENANTS TO FULLY INDEMNIFY, SAVE AND HOLD
HARMLESS THE CITY OF CORPUS CHRISTI, ITS OFFICERS,
EMPLOYEES, AND AGENTS, ("INDEMNITEES") AGAINST ANY AND ALL
LIABILITY, DAMAGE, LOSS, CLAIMS, DEMANDS AND ACTIONS OF ANY
NATURE WHATSOEVER ON ACCOUNT OF PERSONAL INJURIES
(INCLUDING, WITHOUT LIMITATION ON THE FOREGOING, WORKERS'
COMPENSATION AND DEATH CLAIMS), OR PROPERTY LOSS OR
DAMAGE OF ANY KIND WHATSOEVER, WHICH ARISE OUT OF OR ARE
IN ANY MANNER CONNECTED WITH, OR ARE CLAIMED TO ARISE OUT
OF OR BE IN ANY MANNER CONNECTED WITH THE USE OF THE
RIGHT-OF-WAY OR CONSTRUCTION, INSTALLATION, EXISTENCE,
OPERATION, USE, MAINTENANCE, REPAIR, RESTORATION, OR
REMOVAL OF THE LICENSE IMPROVEMENTS PURSUANT TO THIS
AGREEMENT, INCLUDING ANY INJURY, LOSS OR DAMAGE CAUSED
BY THE SOLE OR CONTRIBUTORY NEGLIGENCE OF THE
INDEMNITEES OR ANY OF THEM. LICENSEE MUST, AT ITS OWN
EXPENSE, INVESTIGATE ALL THOSE CLAIMS AND DEMANDS, ATTEND
TO THEIR SETTLEMENT OR OTHER DISPOSITION, DEFEND ALL
ACTIONS BASED ON ANY CLAIMS OR DEMANDS, WITH COUNSEL
SATISFACTORY TO INDEMNITEES, AND PAY ALL CHARGES OF
ATTORNEYS AND ALL OTHER COST AND EXPENSES OF ANY KIND
ARISING FROM ANY OF SAID LIABILITY, DAMAGE, LOSS, CLAIMS,
DEMANDS, OR ACTIONS.
W. All signatories signing this Agreement warrant and guarantee that they have
the authority to act on . behalf of the entity represented and make this
Agreement binding and enforceable by their signatures.
X. Unless otherwise stated in this Agreement, any notice required or permitted to
be given under this Agreement must be in writing and sent by certified mail,
return receipt requested to the following addresses:
If to Licensee: Magellan Terminals Holdings, L.P.
Attn: Real Estate Services
One Williams Center, OTC-8
Tulsa, OK 74172
If to the City: City of Corpus Christi
Attn: Director, Development Services Department
P. O. Box 9277
Corpus Christi, TX 78469-9277
{00053107.4} ROW License Agreement Revised 02-23-16
Debi CITY OF CORPUS CHRISTI
P71‘
•
Any party shall, by notice to the others in accordance with the provisions of
this paragraph, specify a different address or addressee for notice purposes
within 10 days of any address change.
Y. This Agreement shall be construed under and in accordance with the laws of
the State of Texas, and all obligations of the parties created pursuant to this
Agreement are performable in Nueces County, Texas. All actions arising
from, out of, or related to this Agreement must be filed, tried, remain and
resolved in and cannot be removed from Nueces County, Texas.
Z. The Licensee further agrees, in compliance with the City of Corpus Christi
Ordinance No. 17112, to complete, as part of this Agreement, the "Disclosure
of Interests" form attached to this Agreement as Exhibit E. Completed
versions of Exhibit E by the Licensee form a part of this Agreement and are
incorporated by reference into this Agreement as if set out here in their
entireties.
AA. This instrument, including exhibits, constitutes the entire agreement
between the City and the Licensee, and no prior written, oral, or
contemporaneous promises, warranties or representations shall be binding
upon any parties. This Agreement may only be amended by written
instrument signed by authorized representatives of the City and Licensee and
approved as required by City law.
BB. Any payments due by the Licensee pursuant to this Agreement will be
made from current revenue available to the Licensee.
EXECUTED IN DUPLICATE this 1 day of41J-/ , 20 I
LICENSEE'S NAME
Magellan Terminals Holdings, L.P.
By Magellan. , LLC, its general partner —
—
i
By: 4iii
�O
Michael "earson, V.P. Technical Services Date
"Legal
{00053107.4} ROW License Agreement Revised 02-23-16
Deb CITY OF CORPUS CHRISTI
ACKNOWLEDGMENT
ILL 1'1 zt,..
STATE OFT S §
-sot §
COUNTY OF NUE §
This instrument was acknowledged before me on ) j` L ) , 2016, by
Michael Pearson, V.P., Technical Services, on behalf of Magellan NGL, LLC, the
general partner of Magellan Terminals Holdings, L.P., a Delaware limited partnership.
IJ
c;„ T);\ SHARON E. CRUTCHFIELD 11
I
SEAL i 0 ' p L
w Notary Public ;
THE STATE OF TEXAS §
COUNTY OF NUECES §
This instrum nt was a Icn ledged before me on ( �111A-2- _( � � / , 20
� �y
bi,lh -�C�� r, Difei;Tor, Development Services Depkrtment, of the City of Corpus Christi,
a Texas Municipal Corporation, on behalf of said corporation.
`JA
0 /
< tPA�• a MONIQUE TAMEZ LERMA ; ""
N+ . ry ub:, State of Texas
�� Notary Public
? : ; STATE OF TEXAS
srarEOF E+Py My Comm. Exp. 01-23-2017
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{00053107.4}
{00053107.
4} City of Corpus
Christi License Agreement 4-7-16 Final.docx Page 9 of 9
54 0
EXHIBIT A - MAGELLAN TERMINALS HOLDINGS, LP
MMAEGELLRAN
Legend
Tract 1
Tract 3
Magellan Property
L_I County
L State
Nueces County
Tract 1,
Texas
For Actual Pipeline Location
Contact Local Field Rep.
0
70
140
280
Feet
420
i
This copy is not a survey and has been fumished by
Magellan Pipeline Company, L.P. (Magellan) for
information as to approximate locations only of any
pipelines or other facilities shown thereon. Magellan
disclaims any representations as to accuracy or
completeness of the information depicted on this
copy and makes no warranties regarding accuracy
or completeness of such information depicted
hereon. Actual locations of pipelines and facilities
must be determined on-site through timely contact
with the appropriate One Call agency - Call 811 -
and coordination with Magellan. Excavation,
grading, construction and/or vehicle traffic in the
vicinity of the pipeline(s) and facilities shown on
this copy are prohibited without written permission
from Magellan or other owners of pipelines or
facilities depicted hereon.
Drawn By:
Real Estate Rep:
Local Field Rep:
M P L Project #
Date:
Darwin Henrichsen
Wes Pullin
918 574-7973
Luke Potratz
361 537-9475
Exhibit A
04-07-2016
EXHIBIT B - TRIBBLE LANE
AMMAEGELLRAN
W* E
Tribble Lane
Legend
Tribble Lane
Magellan Property
[7: County
LI] State
Nueces County
Texas
For Actual Pipeline Location
Contact Local Field Rep.
Minim I;15X0a,
0
70
140
280
420
Feet
This copy is not a survey and has been furnished by
Magellan Pipeline Company, L.P. (Magellan) for
information as to approximate locations only of any
pipelines or other facilities shown thereon. Magellan
disclaims any representations as to accuracy or
completeness of the information depicted on this
copy and makes no warranties regarding accuracy
or completeness of such information depicted
hereon. Actual locations of pipelines and facilities
must be determined on-site through timely contact
with the appropriate One Call agency - Call 811 -
and coordination with Magellan. Excavation,
grading, construction and/or vehicle traffic in the
vicinity of the pipeline(s) and facilities shown on
this copy are prohibited without written permission
from Magellan or other owners of pipelines or
facilities depicted hereon.
Drawn By:
Real Estate Rep:
Local Field Rep:
MPL Project #.
Date:
Darwin Henrichsen
Wes Pullin
918 574-7973
Exhibit B
04-07-2016
MAGELLAN MIDSTREAM PARTNERS
ONE WILLIAMS CENTER
TULSA, OKLAHOMA 74172
T
CORPUS CHRISTI, TEXAS
Final Drawings For
CORPUS CHRISTI TERMINAL
TRIBBLE LANE CROSSING
PIPING BRIDGE
GPS Coordinates
N 27.806111, W 97.438056
Magellan Project No.:
RFS No. 08MMLP336-128, AFE NO. 314-2015-1435
HDR Project No.
133-267433
CORPUS CHRISTI, TEXAS
NOVEMBER, 2015
CONTACTS:
OWNER/OPERATOR
MAGELLAN TERMINAL HOLDINGS, L.P.
1802 POTH LANE
CORPUS CHRISTI, TX 78408
TERMINAL 361-903-1111
MAGELLAN CONTROL ROOM 800-720-2417
ENGINEER
HDR ENGINEERING, INC.
4435 MAIN STREET
SUITE 1000
KANSAS CITY, MO 64111
DARIN SPLITTGERBER, P.E.
PHONE 816-360-2717
CITY ID NO. 507
4-10-16
1,OaR�s firm Ro ny. Inc. 81 `.54
yia ration
J.135 Mani Slreel
Sk0to. 1000
Cly. MO 13,11 10,
810 360 2700
INDEX OF DRAWINGS
COVER SHEET
S-01 GENERAL STRUCTURAL NOTES
S-02 SITE PLAN
5-03 PIPING BRIDGE PLAN AND ELEVATION
S-04 FRAMING PLAN AND BRACE FRAME ELEVATIONS
5-05 TYPICAL FRAMING DETAILS
S-06 TYPICAL CONCRETE DETAILS
S-07 TYPICAL FRAMING DETAILS 4 -DROPS SUPPORTS
S-08 GEOTECHNICAL BORING LOG 8-1
S-09 GEOTECHNICAL BORING LOC 8-2
ST0-2011 ANTI -CORROSION PIPE SUPPORT U -BOLT
ASSEMBLY STANDARD DRAWING
TRAFFIC CONTROL PLAN STANDARD
ONE -LANE, TWO -WAV
PIPE CONTENTS:
18 INCH PIPE = CONDENSATE
10 INCH PIPE = NAPHTHA
20 INCH PIPE = WATER
PIPE PRESSURES:
NORMAL OPERATING = 75 to 125 PSI
MAX. ALLOWABLE OPERATING = 275 PSI
VERTICAL CLEARANCE:
16'-9" TO BOTTOM OF STRUCTURE
FROM TRIBBLE LANE
EXHIBIT C,SHEET 1 of 12
8
GENERAL STRIICTURAL NOTES.
APPLICA01 F !ODES ANO STANDARDS;
INTERNATIONAL BUILDING CODE 2009.
2. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI -318-08.
3 MINIMUM DESIGN LOADS FOR 801101NG5 AND OTHER STRUCTURES A5CE7-05
ANE.. INSTITUTE OF STEEL CONSTRUCTION NSC
5. AMERICAN WELDING SOCIETY (AWS) 01.1, DI .3, 01.1.
6. ASTM MATER. STANDARDS AS NOTED.
7 THE CORPUS CHRISTI UNIFIED DEVELOPMENT CODE WAS RENEWED FOR APPLICATION TO
7005 PROJECT.
LASTING CONT./.
01111 ENGINEER IMMEDIATELY IF (.TING CONDITIONS 00 N01 MATCH, 0R SEEM IN
CONFLICT WITH INFORMATION SHOWN ON THE DRAWINGS.
GERM.
1 THE DRAWINGS REPRESENT THE FINISHED STRUCTURE, NOT THE METHOD OF
CONSTRUCTION. SAFETY ANO STRUCTURAL STABILITY DURING CONSTRUCTION ARE THE
SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL PROVIDE ALL
MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION, INCLUDING
BUT NOT LIMITED T0, BRACING, SHORING, FOR CONSTRUCTION LOADS AND EWIPMENT,
ETC.
2. THE CONTRACTOR SHALL FIELD ARR. ALL DIMENSIONS ANO ELEVATIONS OF EXISTING
CONSTRUCTION AS REQUIRED 10 COORDINATE NEW CONSTRUCTION. SUBMIT REQUIRED
CHANGES FOR APPROVAL.
3 THE CONTRACTOR SHALL LOCATE KL EXISTING UTILITIES THRU LONE STAR 811 TEXAS
ONE -CALL. KNOWN UNLIES ME LOCATED ON THE PLAN SHEETS AND SHOULD BE
VERIFIED BY THE CONTRACTOR. IN 00080 MAGELLANWILL REWIRE THE TOP 4 TO 5
FEET OF SOIL AT 10 BE REMOVED B1 Y HYOROV50 PRIOR 10 ANY 51 02LL DRILLING.
THE (51 BEING
AREA SHOULD COVER TOA MINIMUM THE FOOTPRINT OF THE VERTICAL
ELEMENT BEING PLACED IN THE GROUND.
4. CONTRACTOR 15 TO ESTABLISH AND VERIFY EMBEDS AND INSERTS FOR ITEMS TO BE
INSTALLED BY OTHER TRADES PRIOR TO SUBMITTAL OF SHOP DRAM. AND
CONSTRUCTION.
5 CONSTRUCTION ANTER. AND EQUIPMENT PLACED ON FRAMED CONSTRUCTION SHALL BE
SUCH THAT THE LOAD ODES NOT EXCEED THE DESIGN LIVE LOAD OF THE
CONSTRUCTION. PROVIDE SHORING OF CONSTRUCTION WHERE NECESSARY FOR THE
LOADS.
6. DETAILS AND SECTIONS THAT ARE NOTED AS "TW' ON DETAIL TITLES ARE 10 BE
MPLIEO 10 THE PROJECT CONSTRUCTION AS GENERAL CONSTRUCTION METHODS UNLESS
NOTED OTHERWISE. THESE DETAILS ARE NOT CUT AT ALL LOCATIONS THEY OCCUR AND
MAY BE NOT CUT AT
I. L
OVERHEAD POWER LINES SNAIL BE RASED PRIOR TO ANY CONSTRUCTION ON THE
SOUTH SIDE OF TRIBBLE UNE. OVERHEAD CONSTRUCTION SHALL NOT COME MINN
10 FEET OF THE F1 K POWER LINE ELEVATION THIS CLEARANCE DISTANCE SHALL BE
CONFIRMED WITH THE UlYTY OWNER.
B THE EXISTING CHNNLINK FENCE PARALLEL TO TRIBBLE LME, . EACH SIDE OF THE
ROAD, SHALL NOT BE REMOVED FOR CONSTRUCTION OF FOUNDATIONS OR CONSTRUCTION
OF STEEL PIPING BRIDGE.
9 PAY ITEM SHALL BE ONE LUMP SUM FOR KL WORK OESCRIOEO 050 PETALED 11
THESE DRAWINGS. THIS INCLUDES ALL MATERIALS, LABOR AND ANY OTHER ITEMS NEEDED
TO COMPLETE THE PROJECT.
10 PIPE MATERIAL ON THE STRUCTURES IS NOT INCLUDED 1N THIS WORK, ONLY
INSTALLATION OF CONNECTIONS OF PIPES.
008805105 PROTECTOR
All STRUCTURAL STEEL WILL BE GALVMIZEO.
1. OCCUPANCY CATEGORY:
SNOW LOAD
2 GROUND .04I LOAD. PC:
5N
. FLAT ROOF SNOW LOAD. Pr.
IGEJ.G80:
1. EWA/ALEN, ICE THICKNESS, TE:
LBilOBO;
1. CONSTRUCT. LOAD:
1. BASIC WIND SPEED (3 SECOND GUST)'.
2. EXPOSURE CATEGOCI:
3. IMPORTANCE FACTOR, 08
SEISMIC TMD'
IMPORTANCE FACTOR, IE:
2. SEISMIC DESIGN CATEGORY
3. LTE CUSS.
4. SPECTRAL RESPONSE ACCELERATIONS. 5S',
5 SPECTRA, RESPONSE ACCELERATIONS, 51:
6. SPECTRAL RE50005E C0E21001E515, 505:
7. SPECTRAL RESPONSE COEFFICIENTS, S01:
8. SEISMIC RESPONSE COEFFICIENT, C50
B. ANALYSIS PROCEDURE..
SOILS1N
50135 INVESTIGATION MADE BY TOLONAY-
0 PSF
0 PSF
0.25 IN
20 PSF
130 MPH
0
1.0
A0
0.02 0
0.02 G
0032
003002
EQUIVALENT LATERAL FORCE
ENGINEERS. IN0. 9/25/2015
SLCILIAQL
I THE CONTRACTOR SHALL PROVIDE A VERTICAL CLEARANCE SIGN ON EACH 510E OF THE
STRUCTURE (TWO 5ION5 TOTAL) ABOVE THE CENTER OF TRIBBLE LANE. 1H15 SIGNAGE
SHALL NOTE THE FINAL CLEARANCE TO THE BOTTOM OF THE STRUCTURE. THE SIGN
SHALL MEET ALL REQUIREMENT OF THE CORPUS CHRISTI UNIFIED DEVELOPMENT CODE FOR
LOCAL STREET CLEARANCE SIGNSMOUNTING 0140 ATTACHMENT METHODS OF THE SIGN
TO THE STRUCTURE SHALL BE PR0NOE0 BY THE CONTRACTOR.
2. THE CONTRACTOR SHALL PROVIDE ONE SIGN ON THE SOUTH FENCE UNDER THE
STRUCTURE NOTING THE FOLLOWING INFORMATION PROV10E0 BY MAGELLAN
2.1. NAME AND ADDRESS OF OWNER
2.2 0001(5T5 OF PIPE (EACH PIPE)
2.3. PRESSURE IN PIPE (EACH PIPE)
2.4. PIPE DEPTH BELOW GRACE AT PONT OF SIGN
25. EMERGENCY CONTACT NUMBER
MAGELLAN WILL PROVIDE THE 512E OF LETTERING ON THE SIGN .AND MINIMUM SIGN
DIMENSIONS.
3 ALL SIGNAGE REQUIREMENTS AND DESIGNATIONS SHALL BE PER 1X001 MUTED.
A MOUNTING OF SIGNAGE SHALL CONFORM TO 1X008 STANDARDS
5 FOUNDATIONS FOR GROUND MOUNTED SIGNAGE SHALL CONFORM TO TXDOT STANDARDS
CONCRETE NOTES'
I. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE 800008EMENI5 OF ACI 301 AND
ACI 318.
2 PROVIDE A 244 FORMED CONSTRUCTION JOINT KE1608 AT ALL HORIZONTAL AND VERTICAL
POURED EDGES.
3. REINFORCING STEEL SHALL BE ASTM 0615, GRADE 60.
A CONCRETE COVER REQUIREMENTS FOR REINF0RCE4ENT UNLESS NOTED OTHERWISE 0 THE
OETNLS OR 5ECTION5'.
I.T. CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH', 3"
4.2. CONCRETE EMP05E0 TO EARTH OR WEATHER:
4.2.1. 96 BARS AND URGER. 2•
4.2.2. /5 BMS AND SMALLER: I I/O'
5. REINFORCING BAR SPLICES SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS 02
ICI 308-08 AND THE RE1NFORCING SPLICE LENGTHS SCHEDULE ON THE ORAMNGS.
6. CAST -IN-PLACE CONCRETE.
LOCATION 28 -DAY F'C NR MAX W/C MAX SLUMP
FOOTINGS. 4000 650/-15 05 4
ALL REINFORCEMENT FOR CAST -I5 -PLACE CONCRETE SHALL 9E ACCURATELY PLACED,
SUPPORTED, 11E0 AND SECURED INTO PLACE PRIOR TO PLACING CONCRETE. ALL REBAR
DOWELS SHALL BE TIED IN PLACE PRIOR TO CONCRETE PLACEMENT. REBAR DOWELS SHALL
NOT BC E1413E00E0 AFTER CONCRETE PLACEMENT UNLESS INDICATED ON THE DRAWINGS.
B. PROVIDE 3/4' CHAMFERS AT ALL EXPOSED EDGES. NOT ALL CHAMFERS MAY BE SHOWN.
9. ANCHOR BOLTS NOT SPECIFIED BY THE CONTRACT DRAWINGS SHALL BE 1306I05E0 *NO
CERTI11E0 BY A REGISTERED PROFESSION. ENGINEER. RELNNED BY THE CONTRACTOR IN
ACCOROONCE 811111 THE APPLICABLE PROJECT AND C001 REOUIREMENT5 SUBMIT A5 A SHOP
DRAWING FOR RENEW AND APPROVAL BY THE ENGINEER. COORDINATE LOCATION, 512E AND
EMBEDMENT PRIM TO CASTING CONCRETE.
10. ALL CAST -IN-PLACE ANCHORS INDICATED IN THE STRUCTURAL DOCUMENTS SHALL COMPLY
WITH APPENDIX D OF ACI 318 AND CHAPTER 19 OF THE IBC. AL EXPANSION ANO
ADHESIVE ANCHORS SHALL HAVE AN ICC REPORT SHOWING EOUNALfNT LOAD CAPACITY
SUBMIT AND INSTALL PER THE ICC EVALUATION REPORT
I I. ABSOLUTELY NO WELDING 08 REINFORCING BMS OR TORCHING 70 BEND REINFORCING BARS
SHALL 7401 BE ALLOWED WITHOUT SPECIFIC APPROVAL EROM THE STRUCTURAL ENGINEER.
OEIIFR SHAFT /MI I ER PIER NOTES'
1. CONSTRUCTION OF DRILLED SHAFTS SHALL BE ACCORDANCE WITH TEXAS DEPARTMENT OF
TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION AO MAINTENANCE OF
HOHwAYS, STREETS AND BRIDGES, JUNE I, 2004 ITEM 416.
2, TEMPORARY CASING OR DRILLING SLURRY SHALL BE USED FOR INSTALLATION OF DRILLED
SHAFTS.
3. THE 28-001 CONCRETE STRENGTH SHALL BE 4000 P51.
41CROP, LFA;
1 SPECIFICATION USED FOR MICROPYLE DESIGN: MAMA NHI-05-039 41CROPILE DESIGN A
CONSTRUCTION.
2. ALL CONSTRUCTION METHODS MUST FALL WITHIN THE FHWA
NHI-05-039 SPECIFICATION.
ANY DEVIATION FROM THESE METHODS WILL REWIRE OWNER APPROVAL.
J. CONTRACTOR 0051 HAVE PREVIOUS EXPERIENCE INST.LYNG MICROPILES OF A 5141LAR 511E
MD LENGTH. CONTRACTOR SHALL SUBMIT QUALIFICATIONS OF MICROPYLE INSTALLATION FOR
RENEW BY ME ENGINEER. THE ENGINEER CAN REJECT THE MICROPYLE CONTRACTOR IF
DETERMINED ADEOUATE EXPERIENCE 15 NOT EXHIBITED.
4. MAXIMUM M. COMPRESSIVE SERVICE LOAD . 30.6 KIPS/PILE
5 AMINU4 LATERAL SERVICE LOAD . 10.0 APS/PRE
6 UNCASED MKROPILE LENGTHS WERE BASED ON M ULTIMATE NOMINAL (UNFACTORED)
GROUT -TO -GROUND BOND STRENGTH OF 13.1 P51. CONTRACTOR TO VERIFY AXIAL PILE
STRENGTH ACTH VERIFICATION AND PROOF TESTS.
7. ONE VERIFICATION TEST WILL 8E REQUIRED FOR ONE MICROPYLE.
8 ONE PROOF TEST WILL BE 88000860 FOR ONE 41CROPILE PER FOOTING (TWO MICROPILES
TOTAL).
9. TYPE A (GRANNY GROUT) MIORORILE INSTALLATION WAS USED FOR GROUT -TO -GROUND
BOND STRENGTH DESIGN. CONTRACTOR HAS THE OPTION TO USE ALTERNATIVE TWE
NST.LATION METHOD. MUST BE APPROVED BY ENGINEER.
10. PER FNWA NNI-05-039, VERIFICATION TESTING SHALL BE PERFORMED T0:
0.1, 2.0 TIMES THE MAXIMUM AX. COMPRESSIVE 5ERNCE LOAD
10.2. 2.0 TIMES THE MAXIMUM LATERAL 5ERNCE LOAD
11. PERF PM
NHI-05-039, PROOF TESTING SHALL BE PEREROMED TO
11
1.6 TIMES THE MANAMA AXIAL COMPRESSIVE 5ERNCE LOAD
11.2. 1.6 TIMES THE MAXIMUM LATER. SERVICE L.0
12. CONTRACTOR MUST PRESENT MICROPYLE TESTING AND CONSTRUCTION MONITORING PLAN MO
HAYS IT APPROVED ED ENGINEER BEFORE BEGINNING CONSTRUCTION. THIS PLAN MUST
FOLLOW THE PROCESS OUTLINED IN CHAPTERS 7 AND 8 OF ME FNWA NHY-05-039
SPECIFICATION. ANY DEVIATION FROM THESE METHODS WILL REQUIRE ENGINEER APPROVAL.
STRIXTIIRN SLEET •
I. STRUCTURAL STEEL DESIGN PROPERTIES.
*TOE FLANGE AND TEE SHAPES -ASTM A992.
1.]. ANGLES, CHANNELS AND PLATES -ASTM A30
1.3. STEEL PIPE -ASTM A53. GRADE B:
1.4, COLO -FORMED HOLLOW STRUCTURAL SECTIONS -ASTM 8500. GRADE B:
I.S. COLD -FORMED HOLLOW STRUCTURAL RPE -ASTM A500, GRADE B:
1.6. BOLTS -ASTM A]25N'.
1.7. ANCHOR RODS/ANCHOR BOLTS -ASTM 11554'.
FY.54 K5
FY.36 KS
.35 KS
27
FY.46 KS
Pr.12 KS
FY.38 K5
2. ALL WELDS AND WELDING PROCEDURES SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE
PROVISIONS OF N5C AND AWS WELDING PROCEDURES AND CODES OUTLINED IN THE
SPECIFICATION ALL WELDS SHALL BE 000E WITH 1-10XX ELECTRODES UNLESS NOTED OTHERWISE
3. WHEN FILLET WELDS SIZES ARE NOT INDICATED, PROVIDE MINIMUM WELD SIZE IN ACCORDANCE
WITH A15C SPECIFICATIONS, TABLE J2.4. OR 3/16'. 8HICHEVER 05 GREATER
4. ALL GROOVE WELDS INDICATED ON THE PLANS AND SFC110NS SHALL BE COMPLETE JOINT
PENETRATION WELDS (CAP) UNLESS SPECIFICALLY INDICATED TO BE PARTIAL PENETRATION WELDS.
5 DIMENSIONS TO CENTERLINE OF COLUMNS AND BEAMS. TOP SURFACES OF BENTS AND TUBES AND
BACKS OF CHANNELS AND ANGLES UNLESS NOTES OTHERWISE.
6. 8L FIELD BOLTED CONNECTIONS SHALL BE MADE WITH 3/4.R 03251 BOLTS, UNLESS
58170
NOTED OTHERWISE. ALL FIELD BOLTED CONNECTIONS SHALL BE SNUG TIGHTENED UNLESS
INDICATED AS PRETENSIONED OR SLIP CRITICAL. PRETENSIONED CONNECTIONS SHALL BE TIGHTENED
USING DIRECT TENSION INDICATORS AND SLIP CRITICAL CONNECTIONS SHALL BE TIGHTENED USING
LOAD INDICATING WASHERS. INSTALL HIGH STRENGTH BOLTS ACCORDING TO REBUS "SPECIFICATION
FOR STRUCTURAL JOINTS USING ASTM A325 OR 0490 BOLTS" FOR THE TWE OF JOINT SPECIFIED.
1. RIGID FRAME CONNECTIONS ARE INDICATED ON PLANS.
8 DOUBLE ANGLE MEMBERS SHALL HAVE INTERMITTENT FILLER PLATES AS REQUIRED BY SECTION E6
OF THE NSC MANUAL OF STEEL CONSTRUCTION.
N ALL STRUCTURAL STEEL FOR THE PIPING BRIDGE AND FOUR DROPS SUPPORTS SHALL BE
GALVANIZED.
SPFCIAI STXII211e6 INSPFCTKINS;
I THE FOLLOWING SPEC. INSPECTIONS AND TESTS SHALL BE PERFORMED DURING CONSTRUCTION
IN ACCORDANCE WITH CHAPTER 17 AND SECTION 110 OF THE 2009 INTERNATIONAL BUILDING
CODE AND THE CONTRACT SPECIFICATIONS. PAYMENT FOR THESE INSPECTIONS IS NOT THE
RESPONSIBILITY OF THE CONTRACTOR THE CONTRACTOR SHALL NOTIFY AND ACCOMMODATE THE
APPLICABLE INSPECTOR WRING APPROPRIATE PHASES OF THE WORK AS REQUIRED BY EACH
TEST AND INSPECTION.
1.1. STRUCTURAL FILL PLACEMENT. EXISTING SITE CONOITRINS. LOAD BEARING REOUIRESENT5,
APPROVAL OF FOOTING SUBGRADE. EVALUATION OF IN PLACE DENSITIES, SOL CLASSIFICATION
MO TESTING OF FILL MATER., LIFT THICKNESS, EXCAVATION DEPTHS
1.2. MILLED SHAFTS, MICROPYLES
1.3. CONCRETE. CONCRETE REINFORCING STEEL, BOLTS INSTALLED IN CONCRETE
1.4, STRUCTURAL WELDING
1.5. STRUCTURAL HIGH STRENGTH BOLTING
141. EXPANSION ANCHORS AND ADHESIVE BOLI/DOWEL/R00 INSTALLATION
2. SPEC. INSPECTION FOR WINO RESISTING SYSTEMS AND WINO RESISTING COMPONENTS SHALL BE
PERFORMED DURING CONSTRUCTION IN ACCORDANCE H1H CHAPTER 17 OF THE 2009
INTERNATIONAL BUILDING CODE. THE CONTRACTOR SHAT NOTIFY AND ACCOMMODATE THE
APPLICABLE INSPECTOR DURING APPROPRL8E PHASES OF THE WORN AS REQUIRED BY EACH
INSPECTION. INSPECTION REPORTS SHALL BE SUBMITTED FOR RENEW TO THE CONTRACTING
OFFICER. THE MINIMUM FOLLOWING ITEMS 5HKL BE INSPECTED.
2.1. BRACED FRAMES, BRACED FRAME CONNECTIONS, AND BRACED FRAMES CONNECTIONS TO
FOUNDATIONS PIPE COLUMN/BEAM CONNECTIONS.
3 EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF 4411 *NO RESISTING SYSTEMS OR
WINO RESISTING COMPONENTS SHALL SUBMIT A WRITTEN CONTRACTOR'S STATEMENT OF
RESPONSIBILITY TO THE CONTRACTING OFFICER PRIOR TO THE COMMENCEMENT OF WORK ON THE
SYSTEM OR ELEMENTS. THE CONTRACTOR'S STATEMENT OF RESPONSIMLHY SHALL CONTAIN ME
FOLLOWING'.
].I. ACKNOWLEDGEMENT OF AWARENESS OF THE SPEC. REQUIREMENTS INCLUDING THE TWE
ANO FREQUENCYOF T`STING, TYPE MD FREQUENCY OF THE SPECI0 INSPECTIONS
REQUIRED, TYPE AND REOUENCY AND DISTRIBUTION OF TESTING AND SPECT. REPORTS.
ACKNOWLEDGEMENT THAT THE CONTROL WILL BE EXERCISED 10 OBTAIN CONFORMANCE WITH
THE CONSTRUCTION DOCUMENTS.
PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION, THE
METHOD AND FY OF REPORTING THE DISTRIBUTION OF REPORTS
01 QUALIFICATION
IDENTIFICATION OF QUALIFICATION OF THE PERSON(S) EXERCISING SUCH CONTROL AND THEIR
POSITION IN THE ORGANIZATION.
1RAE11C CMLRNL.
1. ALL TRAFFIC CONTROL DURING CONSTRUCTION OF STRUCTURE KONG TRIBBLE LANE SMALL BE
THE RESPONSIBILITY OF THE CONTRACTOR.
2, ALL PERMITS REQUIRED FOR TRAFFIC CONTROL SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR
POT= ESTIMATED LESS THAN 3000
EXHIBIT C, SHEET 2 of 12
F�2
HDR
KANSAS 07Y, MO 11.5,1.1606
PROM R 6UU4•91:11
DRAIN SPLITTGERBE8
BEM 6975
06wRIPTIOW
1610.160i111.1.16611 133-257433
A�1E' MITI
6MIR LEE SPLITi6EMFR
109351 }J
M:INAA 444.
4-10-16
Magellan Midstream Partners
Corpus Christi Terminal
Tribble Lane Crossing
Piping Bridge
GENERAL STRUCTURAL NOTES
FILENAME
SCALE
8H66T
S-01
C
A
CIVIL
STRUCTURAL
J LEN2
MCHITECTU92
PROCESS
MECHANICAL
ELECTRICAL
•
INSTRUMENTATION
BEM 6975
06wRIPTIOW
1610.160i111.1.16611 133-257433
A�1E' MITI
6MIR LEE SPLITi6EMFR
109351 }J
M:INAA 444.
4-10-16
Magellan Midstream Partners
Corpus Christi Terminal
Tribble Lane Crossing
Piping Bridge
GENERAL STRUCTURAL NOTES
FILENAME
SCALE
8H66T
S-01
C
A
D
C
A
6
GFNFRM 1N11Ft
I. FOR STRUCTURAL GENERAL NOTES.
SEE SHEET S -0I
2. FOR TYPICAL STRUCTURAL DETAIL5.
SEE SHEETS S-03 10 5-013.
3 RELOCATE EXISTING EARTH BERMS
COVERED WITH LOOSE SHEILs A5
REQUIRED TO INSTALL PIPE SUPPORT
FRAMING FOUNDATIONS AND PIPING
BRIDGE FOUNDATION. REPLACE
BERMS IN KIND.
• AT EXISTING BERMS COVERED H1H
A CONCRETE CAP. REMOVE
CONCRETE COVER OND BERM
SECTION AS REWIRED TO INSTALL
FOUNDA110N. REPLACE BERM AND
CONCRETE COVER IN MMP MER
FOUNOADONS ORE COMPLETE.
5. REMOVE CURB A5 RE0.0 TO INSTALL
STRUCTURE MID FOUNDATIONS.
REPLACE IN KIND AFTER STRUCTURE
15 INSTALLED.
6 FOR 51GNAGE. SEE SHEETS 5-01 6
5-03
CONCRETE...
COVERED
BERM
EARTH
BERN
0•
EXIST
CONC
SXMP
L\L
TB. SUIPT RPE
SUPPORT PM
T
- EXIST 'ME)
BURIED PIPE
BASE OF EXI51
EARTH BERM
4—DROPS SUPPORTS
20,-0" 20-0' 20•-0• Ie' -o• 11'-0 n—
LJ LJ
EXISTING
TANK (CW0)
EIRE WATER
LINE(DIAD)
=HUNK
FENCE
(DMD)—
EXIST BURIED '
PIPING (TTP)
(050)
EXIST
BURIED
SPT PIPE AR
SUPPORT
{
OVERHEAD LINE
(REMOVED BY OTHERS)
LARGED FRAMING PLAN
SEE SHEET 5-03
HORIZONTAL
ALIGNMENT
EXIST
CONC URB
EXISW
(001 2
EARTH BERN S
to
to
co
I it / ACCESS
GATE
I. (oN0)—
PIPING BRIDGE
MIST
CONC
PIER
(DMD)
(CND)
HORIZONTAL ALIGNMENT
BENCHMARK fI
BORING
EXHIBIT C, SHEET 3 of 12
P ROJECT MA A0EII DARM SPLITT
HOR
KANSASCITY MO 0411141003
RIM DATE
DESCRIPTION
P ROJECT RUMMER 133-267433
4-10-16
Magellan Midstream Partners
Corpus Christi Terminal
Tribble Lane Crossing
Piping Bridge
SITE PLAN
SCALE
SHEET
S-02
CIWL
STRUCTURAL
.I. LENZ
ARCHITECTURAL
PROCESS
MECHANICAL
ELECTRIC.
INSTRUME51ATION
RIM DATE
DESCRIPTION
P ROJECT RUMMER 133-267433
4-10-16
Magellan Midstream Partners
Corpus Christi Terminal
Tribble Lane Crossing
Piping Bridge
SITE PLAN
SCALE
SHEET
S-02
5
B
NOTE'
FOR BRIDGE CLEARANCE
SIGNAGE INFORMATION,
SEE SHEET 5-01
- TARN
W12-2. 16'-9•
POST MOUNTED SIGN
OCAIED 200 FT FROM
BRIDGE
PIPES ON
STRUCTURE
(BOTHERS)
(SEE E SCHEDULE)
42. DIA
NRETE
. HLLED PIER
TOP OF
BERM
SIGNAGE MOUNTED TO FENCE
UNDER STRUCTURE
SEE SHEET 501. SIGNAGE
NOTE 2
EXISTING
TZT1r4g)
SIGNAGE MOUNTED
EXIST FIRE WATER TO FENCE UNDER
LINE (UND) STRUCTURE
if
SEE STRUCTURE
HHET 5 01,
812-2A. 16'-4' SIGNAGE NOTE 2
BRIDGE CLEARANCE 1
SIGN
"-d. 0 0._0 0
NMEIIIIIIIEMIThelliall
H7JIIIIIIMpiIIIIIIIIIIIM1111110111111111/%T,711 1111•1101111Wiillifs HI
M111111111IAMMOMILAAU 11111111111111/41M n[.
111
OVERHEAD POWERUNES
(LIND)
.:4E4.°1---/.. TOE OF 9CRM
EERY
Q BRIDGE
CPS COORDINATES
427.806111
W67.436056
W12 -2A 15'-9'
BRIDGE CLEARANCE
SIGN
FISTING
70040110UN0
UTILITIES (2842)
OVERHEAD LINE
.F REMOVED BY OTHERS
NCC
▪ -(2842)
TRIBBL0 LANE (2840)
32 0'
PLAN
111
FENCE
(DNO)�
0
6(INCNLI- ! 1(1444ION W'H
6 MICROPILES
(ttP_)
OVERHEAD POWERLINES
(ONO)
W12-2, 16' 9'
POST MOUNTED SIGN
(G TED 200 FT FROM
BRIDGE
% % X r OVERHEAD P060001NE5 RASED TO
812 1A. 18'-9' NEW ELEVATION OF 35'-0" ABOVE
881000 CLEARANCESIGN_ TRBBLE LANE (BY OTHERS)
O S4 - � O
MAX PIPE DM. • 20 _'—
\ 605 EL —�— ros EL
rn — m• -r
PIPE CONRNUATION INSIDE
s Ill TERMINAL FACILITY BY OTHERS
(TYP.)
c E0pTOP 01 BERM SM‘ vT
TOC El FENCE
I 460 -_ ��iBERM
EL 40 �6R
I I (TVP.) ETE
TRIBBIE LANE
--.-- .--_- ---,67 -0. 08.6000
ELEVATION
.18
PIPE SCHEDULE
PIPE DM
3ESCRIPTION
IB INCH
10 INCH
20 INCH
CONDENSATE (1 EA)
NMHi A (1 EA)
WATER (1 EA)
DND • DO NOT DISTURB
TOR • TOP OF ROAD (TRIBBLE LANE)
EXHIBIT C, SHEET 4 of 12
PROMC, MMMO.R DARIN SPLITTO
D
A
F�2
HOE
EMS .14 STREET
KANSAS CEEE MO 54111-11100
SON NM
wM:Rn1oN
'ROAM 86R 133-261433
JdM, . 1.4.I.E
4-10-16
Magellan Midstream Partners
Corpus Christi Terminal
Tribble Lane Crossing
Piping Bridge
PIPING BRIDGE
PLAN AND ELEVATION
nENAME 5-03 cl4
NAY 14, 1.3
SHEET
S-03
CML
STRUCTURAL
J. LEN2
ARCHITECTURAL
PROCESS
MECHARICA
ELECTRICAL
INSTRUMENTATION
SON NM
wM:Rn1oN
'ROAM 86R 133-261433
JdM, . 1.4.I.E
4-10-16
Magellan Midstream Partners
Corpus Christi Terminal
Tribble Lane Crossing
Piping Bridge
PIPING BRIDGE
PLAN AND ELEVATION
nENAME 5-03 cl4
NAY 14, 1.3
SHEET
S-03
6
I / I
0
0
S
S
LI 41
BRACED FRAME
ELEVATION 0 GRIDS A & 8
11 1
1/4
W36.100 (TOS 60•-3')
FRAMING PLAN
0
0
4101
uv No�z eRfcE
EL SW -S• M
TOaC_B.L
E
`P -r
roc
W111Y
Oros Eo• -35
H o.rn,
P-1
TOC EL
0.4NERM NOTER.
1 SEC SNERR oTRUCTURAL NOTES.
',CAL STRUCTURAL DETAILS.
SEE SHEETS6-04 TO S -OS.
P-1 INMATES CONCRETE PIER TWE.
SEE SNEETS S- ANO S-07.
a. ALL STEEL SHALL BE GALVANIZED.
N5. BOLTS SHALL BE DAAMIIZEO.
RET_NOEE6:
Q PROVIDE. TWO •u• BOLT CONNECTION
ON PIPES. PNOMOE 1/4• CAP B
BETWEEN TDP 0f PIPE AND 1' BOLT.
mow, NIT ON TOP AIB BOTTOM
06 BEAN WOE
SEE STANDARD BONE O.
MITI -TOR. .ION SUPPOILL RT
EACH
YBEROf SON WEB Of SUPPORT ON
D
LI U U
BRACED FRAME
ELEVATION 0 GRIDS 1 & 2 (1
BRACED FRAME
ELEVATION 0 GRID C
n
EXHIBIT C SHEET 5 of 12
0
C
a
F)2
HoR
an'io 00
KANS.B61,1,606
PROM=IRAM.YER DARIN SPLITTGERBER
CML
sTRUCTuRAI
I. LEW
ARCH(TECTURM.
PROCESS
NECNANICU
ELECTRICA.
aEu Tun TIEECRIPTIOR
INSTRUMENTATON
PROJECT NMWNR
133-267433
/.jaf�EJ.L
4-10-16
Magellan Midstream Partners
Corpus Christi Terminal
Tribble Lane Crossing
Piping Bridge
PIPING BRIDGE
FRAMING PLAN AND
BRACE FRAME ELEVATIONS
RBENAmE
scALE
sHEBT
B
1/2
/2' 1 t/1
2-L123 1/225/16
3/1• TYP (INCREASE
TO CLEAR WEB COP
WHERE RECu1REO)
STEEL BENZ
BOLTED CONNECTION
VI
BEAM
BEAM CONNECTION DETAIL
NOT TO SCALE
TSP
PL 3/8 PM
w10 BETA
SEE ElEV
CONNECTION- SEE
DEM 1/005-05
3 51025
TVP 3 I8
2
2-1123 1/24/18
1/2' 1 3/1• TYP (NCPENS&
TO CLEAR WEB 000E
NKR PEOUIRED)
STEEL BEAM
CONNECTION SCHEDULE
BEAM
512E
MIN 1 OF
BOLTS
MIS 3,0LE
LENGTH (L)
WELD SIZE
68. w10
2
5 1/2
3/16
812, 4614
3
a I/2
3/18
WIC. 0018
4
11 I/2
3/16
V421
5
14 1/2
3/18
824
8
17 1/2
I/O
W27
7
20 I/2
I/O
W30. W33
8
23 1/2
5/18
836
B
28 1/2
5/18
SEE SCI+ NCI::
WELDED CONNECTION
1 BOLTS ARi /4• CA A3 5,4 BOLTS. HOLES ARE
13/16' 01A 1 SUPPORT MEMBER AND 13/18.21'
HORIZONTAL SNORT SLOTS IN ANGLES.
2. U5E SIMILAR CONNECTION 0 180E FLANGE COLUMN
FIANCE OR 820
2-1.3 1/283 1/20/1621,0-
8/8-3/ 4,0
/20]/1821'-0'8/8-3/1•e A32511 BOLTS TIP
BILLOW
8/2-3/1'.
A3256 BOLTS TVP
RFT SIZE FOR
BRACE CONNECTION DETAIL n
•
mai
row
11.11
BRACING
W/2-3/1•.
2325N BOLTS TP -
PL 3/628
3/t . A325N BOL
BRACE CONNECTION DETAIL n
NOTE. L GUSSET PLATE PER 11/005-05 NOT SHOWN, SEE FRAME
ELEVATIONS FOR LOGTIONS WHERE APPLIES
BASE PLATE DETAIL
SHEAR KEY DETAIL
W COWMN
SEE FRNTE
(4.(84 FOR
5124
2-3/1•e A325N 40115
IN 13/18.8 NULF5 TYP
8EB
20 511225 205 P. 3/0
CLIP 0
TY BEAM
SEE PLAN
I II
i.401,
J SIDES
W)AIIW/P-3/TVA
91T/2150 2-1.3 1/243 1/245/18.0 8'
1 il■
d�'t'
RORI2 4 -BRACE
8/2-3/4.8
A325N BOLTS TIP
W COLUMN SEE CRAM:
EEC( FOR SEE
W BEAM
SEE Pt/N
HORIZONTAL BRACE
CONNECTION DETAIL r21 CONNECTION DETAIL
W BEAM
SEE PIAN
PL 3/8
2-1.3 1/223 1/225/16.'-6-
00/4-3/10 A3255 00115
B0AL4NG
v./2 -3/e.
258 BOLTS IP
BRACE CONNECTION DETAIL n
W COLUMN
SEE FRAME
ELEV FOP
5]F ---
BASE PL
SEE NOTE
PL 3/8
T ,• I 48428110
W 2-3/.•.
255 BOITS
rt$
„4,.. 11 1I
Arte
ANC10R 0005
I I/2'
NON -SHRINK 22021
IIN PACKS TVP
SHEAR KEN
SEE NOTE 1
601.E
1. 835E PUTS. SEE 10/005.05.
BRACE CONNECTION DETAIL 0
W COLUMN
•
IIr t �
1L
3 18
2-L3 1/223 1/2.5/18440•-e-
8/4-3/1'. 0325N BOLTS 'YP
1
B BEAN
SEE ELEV
BRACING
238-3/40.8
4332 6115 1811
3 81025
rep
BRACE CONNECTION DETAIL n
1
u -B011 PIPE SUPPORT
wPPoR HORIZONTAL
PIPE CONNECTION DETAIL
No SCALL I '
BEAM
SEE PIAN
1
��
I
3 S10E5 V•�3IBiM
Imo' 2 -LS 1/2.3 1/22s/TO'-8-
W/1-3/1.6 A325N BOLTS TVP
BOISE 4 -BRACE
W/2-3/4'.
A325N BOLTS TTP
HORIZONTAL BRACE
CONNECTION DETAIL
W BEAM
SEE PVN
n
4528800 RODS
I. BASE PLATE. SEE 10/005-05.
BRACE CONNECTION DETAIL
EXHIBIT C, SHEET 6 of 12
.ROAR ILAIMA001 04.1115 SPLTTCERBER
MI. OAT.
DUCRArtIOM
'ROAR NUw8 133-287433
{Al fi�F,{FL
4-10-16
Magellan Midstream Partners
Corpus Christi Terminal
Tribble Lane Crossing
Piping Bridge
PIPING BRIDGE
TYPICAL FRAMING DETAILS
FILENAME
SCALE
SAW
S -05
D
C
A
CML
STRUCTURAL
1LEN2
ARCHITECTURAL
PROCESS
MECNAMCN.
ELECTRICAL
INSTRUMENTATON
MI. OAT.
DUCRArtIOM
'ROAR NUw8 133-287433
{Al fi�F,{FL
4-10-16
Magellan Midstream Partners
Corpus Christi Terminal
Tribble Lane Crossing
Piping Bridge
PIPING BRIDGE
TYPICAL FRAMING DETAILS
FILENAME
SCALE
SAW
S -05
D
C
A
MINIMUM LAP SPLICE LENGTHS T'c - 4000 AA
BM
N•BAR
SPACING
UPS FOR OARS SPACED GREATER
BM SP
LAPS FOR BARS SPACED CLOSER
N BAR SPACING
VERTICAL
OTHER
OTHER
VERTICALI
OTHER
6T01
_�
LO
DISE PULE NVp -
N1CHOt BOLTS
1 �_ _ _ 1
OOJ
D
_ - -
1-6-161
_ _ —4—'j
L2
T
—f'— -
.9j
-1-
n
fi
4
ry
INSTRUMENTATION
1 3
i]
9
0
A I/2'
5'
)'-A'
B'-6'
10•_8•
6'-"
/11
5 5/e"
9'-0'
1t'-8'
t2'-10'
1 t8-88'
ROMS
1. ALL REBM SPLICE LENGTHS SHALL BE A5 SHOWN UNDER HEADING 'VERTICAL" EXCEPT
IF SPLICED BNS ARE HORIZONTAL BM5 WITH 12" OR MORE CONCRETE BELOW. THEN
SPLICE LENGTH SHALL BE A5 SHOWS UNDER HEADING 'OTHER'.
2. "AT SPLICES THE BM SPACING IS THE CENTER TO CENTER DISTANCE BETWEEN
ADJACENT REIMS.
3 SPLICES SHAH BE CONTACT SPLICES MD WIRED TOGETHER.
4. N0 WELDE0 0R MECHANICAL SPLICES ME PERMITTED UNLESS IN0ICATED OTHERWISE.
5 UNLESS OTHERWISE SHOWN, SPLICES FOR BOTTOM REINFORCING BARS IN BEAMS AND
SLABS SHALL BE CENTERED OVER THE SUPPORTS. SPLICES FOR TOP REINFORCING
BMS SHALL BE LOCATED ON CENTERLINE OF SPAN
CONCRETE REINFORCING
LAP SPLICE SCHEDULE
NO SCA
DRILLED SHAFT DETAIL.
f8 BMS TOP 9 BOT AT 10" O.C. (MAX)
/5 U -BMS MATCH /8 BMS
3' 0LP
PILE (TVP)
15 U -BAPS (TVP)
2" CO
MSPICROPILE
ACING
/8 BAPS
1
U -BMS (TYR)
e' BARS 1
N-8- BARS
CJI
BOTTOM OF
FOOTING
1. ANCHOR BOLTS NOT SHOWN FOR CLARITY
TEC EL
MIC80PILE
SPACING
80110M OF
CASING PIPE
10"1110"X1" GRADE 36 BEARING PLATE
V
BOTTOM OF FOOTING
(FIELD WELD)
II t" DIA. - /8 DL. GRADE 75 THREAD BM WITH NUT
9 5/8" DM.
9 5/8" DIA. MI N-80 CASING PIPE
I" DIA. /8 051 GRADE 75 THREAD BAP
4 051 GROUT
9 5/8" OM. API N-80 CASING PIPE
8" DIA.
8' 00 MICROPILE (UNCASEO)
DN. 86 051 GRADE 75 THREAD BM
4 051 GROUT
MICROPILE DETAIL
3/4,1 -0'
EXHIBIT C. SHEET 7 of 12
PROJECT MANAGER DARIN SPLITIGERBER
D
A
FY2
WES MAN STREET
CIVIL
M
11,
v.
V
9 5/8' DIA PILE
(TYP.)
n
6T01
_�
LO
DISE PULE NVp -
N1CHOt BOLTS
1 �_ _ _ 1
OOJ
D
_ - -
1-6-161
_ _ —4—'j
L2
T
—f'— -
.9j
-1-
n
ELECTRICAL
ry
INSTRUMENTATION
1 3
PILE (TVP)
15 U -BAPS (TVP)
2" CO
MSPICROPILE
ACING
/8 BAPS
1
U -BMS (TYR)
e' BARS 1
N-8- BARS
CJI
BOTTOM OF
FOOTING
1. ANCHOR BOLTS NOT SHOWN FOR CLARITY
TEC EL
MIC80PILE
SPACING
80110M OF
CASING PIPE
10"1110"X1" GRADE 36 BEARING PLATE
V
BOTTOM OF FOOTING
(FIELD WELD)
II t" DIA. - /8 DL. GRADE 75 THREAD BM WITH NUT
9 5/8" DM.
9 5/8" DIA. MI N-80 CASING PIPE
I" DIA. /8 051 GRADE 75 THREAD BAP
4 051 GROUT
9 5/8" OM. API N-80 CASING PIPE
8" DIA.
8' 00 MICROPILE (UNCASEO)
DN. 86 051 GRADE 75 THREAD BM
4 051 GROUT
MICROPILE DETAIL
3/4,1 -0'
EXHIBIT C. SHEET 7 of 12
PROJECT MANAGER DARIN SPLITIGERBER
D
A
FY2
WES MAN STREET
OBECRIPTgR
PROJECT RMWR
133-26)433
ARIA LEE SR IT ISE
109351
b 4/44,
4-10-16
Magellan Midstream Partners
Corpus Christi Terminal
Tribble Lane Crossing
Piping Bridge
PIPING BRIDGE
TYPICAL CONCRETE DETAILS
FILENAME
SCALE
SHEETS -06
CIVIL
STRUCTURAL
M. LENZJ X. DRIBBLE
ARCHITECTURAL
PROCESS
MECHANICAL
ELECTRICAL
INSTRUMENTATION
OBECRIPTgR
PROJECT RMWR
133-26)433
ARIA LEE SR IT ISE
109351
b 4/44,
4-10-16
Magellan Midstream Partners
Corpus Christi Terminal
Tribble Lane Crossing
Piping Bridge
PIPING BRIDGE
TYPICAL CONCRETE DETAILS
FILENAME
SCALE
SHEETS -06
6
0
5/161!
DIST PIPES
CIF PL 117 I/2111-1.
X/4-]/4 0 A3250 BELTS
3/16'/ HOLES AT
107.2'. 2 5/4' GAGE
(13P.)
6'0 51D WR STEM. COLUMN
0-3/4'/ ANCHOR
8005 IN 1 5/16'0
MOLES IN BASE PL
3/47/0I'-10' HEADED
CHOR RODS. GALV
W
PACKS AS RE00
-1 1/2' NDN-5IRINN
GROUT (111..)
ROOS
5005
SECTION
•
BD E5:
1 AL STEEL FRAMING HIO CONNECTIONS TO BE GALVANIZED UNO.
010.]0
2. FIELD VERITY TOP OF STEEL ELEVATION BASED ON EXISTING PIPE
ELEVATIONS AND EXISTING PIPE SUPPORTS. SIAM PIPES AS REQUIRED.
PROVIDE 1 -ROD ARL -CORROSION PIPE SUPPORT BEAM DRESSING PER
WALLAH 5T/NOWO DRAWING 510-2012 ACROSS COMPLETE LENGTH
OF HCRIZONTK SUPPORT.
11
16'/ PIPES
RISE PL
PIPE
WASHER
PL
0/10250
W/, 13/1 1/ ]/10'/ ROLLS
4 SIMS
TIP
ALL STEEL AND CONNECTIONS TO BE GALVANIZED. UNO.
2. ANCHOR 005, WASHERS AND NUTS TO BE GALVANIZED.
3. PROWM DOUBLE NUTS PER ANCHOR BOLTS.
BASE PLATE DETAIL
:/$7D EWI 1100.5
4012' NM. 11E 5E15
/3-/402 I/2' TOP
PIER FtEINFORCEMENT DETAIL Q
/PROVIDE PLATE WASHERS PER DETAIL 10/5-05
2. ALL STEEL AND TO BE ZED. UNO
]. ANCHOR RODS, WASHERS.
S. *010 AND NUTS TO BE GALVANIZED
4 MAXI UM SPACING OL PIPE SUPPORT SNAIL BE 25'-07. LOCATION TO
BE DETERMINED BY OWNER.
PIPE SUPPORT
ALONG EARTH BERM Q
• 67 WA. / 127 MAX
*04151 AS NEEDED TO MATCH 001511NG PIPE GEARING ELEVATION
COLUMN
SEE PLA+
ANCHOR RODS
BASE PL
G
#4.12' TMX. 11E SE15
0/3-/402 1/2' TOP
�4 I/2' P00460 00
COM PIER
SEE PI. AND
DETAIL 2
CONSTRUCTION JOINT
5'-D' M er-r
tom.)
6- 16 BMS •0-
a -
"6- /6 BMS 06'
CONCRETE
Pe SECTION Q EXHIBIT C, SHEET 8 of 12
F�2
PROJECT01
MAN6De0 8400 SPIJTimOnR
STRUCTURAL
. LENZ rK DRIBBLE
A1ICMIEC UIVL
PROCESS
ELECTRICAL
ISS EAU SI -SCHISM
00T0UM ITATION
mimeo. mumsn
11-20)4].1
A. !/E
4-10-16
Magellan Midstream Partners
Corpus Christi Terminal
Tribble Lane Crossing
Piping Bridge
4 -DROPS SUPPORTS
TYPICAL FRAMING DETAILS
SCAll
S-07
LOG OF BORING B-1
PROJEC Triable Lane Crossing CLIENT HDR
CGrphsCM0l, Tuxes Nanus City, Missouri
LOG OF BORING B-1
PRO.FC TOWN I Ann Crnfvnp CI 18140- HDR
Corpus Chtistl, Texas Kansas City, Mlag1l
.8
67
R
.�
COORDINATES: N 27'/6'21.6'
W 97' 2816.6'
R SURFACE ELEVATION --
pSp IXi1LLINGMETN00'
! O. A... Ort Lo 15,
BaO Bored: 15 Ft. to 75Ft-
6
:8
"p
? Q
C6
2 }C
o
Eu
S ��'
li a �&
u
o>T
C
EE it
�
� g
'[
�,�
a 8
y�
■p
S
p
f
R6
�C` 6
y D
v r 6
0
QF
o
aJ
Y i
C00RCINMES: N 2P41218'
W 87' 26' 16.6'
e uRse[G ctiwTloN: ..
DRILLING METN00: r
I]yhpa� , OFt a Ili Ft.
wm Bond: 15 Ft. l0 75 Ft.
f
SY
;a
g
RE
CO
R
ii
on
C, f4i
ii ii
0 6
$
6
t
G€
�
- E
lC
Y _{i
-[•p
S
..
hhh
1
i
p E�
11 �5
$1 Rg
1
R8
n
FE
!i
F
0 -
MATERIALDESCRPTION
MATERIAL DESCRIPTION
°tag+
—.
%u1
,..,. ...0er.. o. .ndsa0lah MncU•,£r
SAND (SC) wah tr am sh.Ilragmrh will slight
, m bonodor.
-dolor change to disk PM and 9ramah Pn .12
yy -cobs Manor to tan and royal 3 a
G„fl,
n.IDr
u•
V'
es
a
a tU
n
29 as
a
19
16
_
—
—
0
/
////
/
/
flay stwto hard ltddkh Drop and pay FAT CLAY
(cm), sndens ma
.,obi ohan. as eo tad MO brown 6EShl Peso at 380
ft with tram la n alis staining and slight Mdmox son
0 Mr
Ct..
-
0
_K
_
Itmtn hard tan and 21.720 P Ws anal LEAN CLAY
%F iCL)with hame/eaw usnoaas. gypsum crystals
NA ferrous
F.. Ian and pray at)a.
--moth sir mo hydrocarbon odor 116
31f
'%.
de
0.408
e). ao
10 2191
SYS
iT
IS
a ,x
9
an
.
o
99
—
_
—
m
Stato hall faddish Mann and tans ndy LEAH C LAY
(C U mth ttsm 0000 00 000
0
• color A snow to tan and gray st®n
0.40
(9)9611
8 01
A
40
143
aS
12
a
W
'gSu
y X97
—
J`''
—y
—�
..
Jf.
Dens. to very dose of, and In C UYE? SAND (SC)
win Mdooamn oar
fl
;5
4g
.010 1 changes to tan and gray at 236 a.
Srs
Sg ...rm.,. t2S6t.
lea'
uor
40a.
loro raq
M
OW
w
a
A
Is
—
087 AI rode..town and tan FATOLAY(Op,
sldamaed.en tram calcareous nodules and Mows
08na
w as
oar
a
to
•^
Loos. to vote den. tan nd oranw Moon CIAYE'
SAND (SC) oath lr ac. Imam 'Sal..
.77th trap. oabaraos noduw aeB.a M1.
mild
ar
f
L Mg
28
9
1t
VaysIl. Mrd f.ddah Moen and gMEAT CUY
(CNastdnsidl
1).401
A R
T I
M lGF
t
92
O
COMPLEII0M0®TH' Tdt
OAT EEE9g90O0RNO C34PLET 9262015
Gan
PROJE T NO COMPLETED. 925-20a15M
PROJECT N 0.. 15 336.8
TOLUNAY-WONO
RBIMN5: Fm • rM d bataapholl6tanpdrpauoo
tris,p.RMmfrp.bne 9881.4 bn,MapnparaheNs aMdlid
eM am.ngiow 9.+enlr q7M
70291 013
�a
M ENGINEERS INC.
NDCPTI I:
OWEOORHO BTMTE7' Fp 62016
PUTOOER AND 'n” FTFn J Gmeal m
PROJECT NO.. 15.53649
TOLUNAY
n QaMNO: ln..w.rr swrr.00unwe Mrn W d wgeY.uav
dr[ 000010202olMapbraWl, n. opal aoralfdaaasMdilMd
eM eunnaroua Moamar IrM
AA Pepe 2013
WONO 1��P 66001E8 RC INC _.
LOG OF BORING B-1
PR OJEC Triable Lens Crossing CLIENT' MDR
Coop. C Niall, Texas Noses City, Missouri
C-
P
0
000818 4763. N YP 36' 68-
SURFACEEIEMTON --o
y 333 ORILLINOMETN00.
R R ON wow.. OFt to 15 FI.
S b Wn SOA: 15 Ft. to 75Ft.
fi
86
1
>?R
68
5RE
F�
o
'6
o
tont
Et w
PS8
68
S
R
GE
p
�,. ga
yC
rs 4
5 $S
E
y8@,.
!R 6
g
811
R$
BE
Yy
o
MATERIAL DE SCRPTION
.78.
_
LsmNt(oscgaywanan.nnnod.q9W03 CLAYEY
.cobs Angst tui qday ta n 41736M1. MN moa
saMID
PA
yq
v
to
=
,q.
Bottom I$ 75'
WE
PROJECT
RRAOO0REDTEO: x635
N0.'. ;Ant"
346
TOLUNAY.
70.000: trmip7 •40ry.87'.M egwopen ywyadr
lNd
6th o.m.neMns bentonite grout
`' Pepe3063
MNG \o FNOINFFR[ 1743
EXHIBIT C, SHEET 9 of 12
GEOTECHNICAL BORINGS
SHEET S-08
PROJECT. Tribble Lane Crossing
CamsChnti, Texas
LOG OF BORING B-2
CLIENT 71IO0
KansasCity, Missouri
PROJEC Tribble Lane Crossing
Corpus Christi. Taxes
LOG OF BORING B-2
CLIENT. 1108
Hanes City, Missouri
Mu
E
m � b
COORDINATES: N 2748121E
W 972017,7
SURFACE ELEVATION --
DPI LUNOMETH00.
sAsseied: 0 to 10 Ft
sassass terra: 110 Ft. to 75 Ft.
MATERIEL DESCRIPTION
6&
gE
cs
5e
!8
afi
0E
St
LAUNUNAI 06. 50 2r 40216
w 97 28' 17.T
SURFACE ELEVATION
CPI LUNG METRO 0
Dy Amend: U to 11111.
wash Sorsa: 10 Ft. to 75 Ft.
gMTERIAL OESCRPTION
6fi
ev
to
`
3fi
EC
k6
Y
30
0186
17
RIO
IW
12 V
C
3.4
D C Comets
Sola Mdro.xoe sled la UO POEMoMtlu to 10
Medium ens. Mn CLAYEY SAND(PC)
.wed sight Mdm careen odor
Medium Mese tan sett pay POORLY ORADED SAND
Mee ola6(SP-SC)
.MSINh1 Mdrocarbon odea
Stilt to ray elf reddoe tan sandy FAT CLAY(C H),
0300 void8 a.0 tape : py■um deposits aid eon
00M.stns
.enter ch.Oa to reddish brown ma pr...N6 ge.y
(molted)
01025
2,1 .d0
11
66
121
DAE00806 0
OAEpORNO COMPLETED
PROJECT NO.:
164
10 140016
J Omnia
16 53OIg
REMARKS: Fr...:a me *maser. Mom ad.pfi a 10-t At completion OP.
explor■ion.t a open borehole was 0ac41bd.Ih aaerabusbesoon■
TOLUNAY-14 NG 'a/ ENOINEE RS, INC.
Paye1 053
SSf to stets sat reddish sandy FAT CLAY(C H).
shdrensided, w■11 ape A gypsum deposits 1red won
oxide seats
■
002.1{
301004
■
el
SSA
x
M. deem dense Un CLAYEY SANCCECI
CMa2Nle Mrd tananS r 66262 brawn FAT
CH), s Id.aI404, with Ism pypsern deposb
end Men spools •laws.
M. dem den ..Ian CLAYEY SAN O(EC)
EMI. and pa/sandy LENT C(AY(CL)
Me Seim Mn o c readiesh tan CLAYEY SAND(SC)
50000
to
31
m
DI
■
tp
PROJECT: Tellable Law C roa.g
C■pl%C hod. Tess.
LOG OF BORING B-2
CLIENT NOR
Kamm City. At Mutt
0
1
01
1
8
CO060INATES: N 2r 48' 21.8"
w 9r20177
SURFACE 86000TION --
DRI WNO METHOD:
to 10 SI
WA Floret 10 F. to 75 Ft.
IMTERIA/ OESCRPTEOM
Daum mins. rests tan c0A',F6 562126 .2
Very 0IR pa.nsh PN and reddr h bloomers* TAT
CUTCH) mise 00.06 gypsum deposit; sod .on oxke
Bottom Q 70
E
a!
0086
4R
CE'
1
9x
8g
00
EM
30
301
BE
ae
COMPLETION DEPTH,
047E 0UKM9 STN8TEOGU.
P ROsicr NO.:
76t
10.142016
JO Sonet.
6 0.010
REMARKS: FRew■aoPtencanwed .40104.000001Rf,N 114.
{sobrRbn,tM 0pn boreMM sas MohYMd VIM ort.nakus Mmm�b
grout.
IOLUNAY-y00NU on.tNUINttleO,INl;
P00203
DATEBORROST/ATEo
IOA�T�EE�S ORNO COMPLETED
PROJECT NO.:
1043016
10.143016
16.St 1118
8001003:Fr...:amtenoours.redabew.dw4* 10.0. AoonwMian.I0M
00pbr:i0n, ted ops baM0N sen ba0 110 d wed amrdbus barsnb
300,1
TOLUNAY-WONO ENGINEERS, INC.
Paga3013
EXHIBITSHEET 10 of 12
GEOTECHNICAL BORINGS
SHEET S-09
DIMENSIONS
NOM. PIPE
D!AMET-ER
A
U -BOLT H
3;6"
B C
THRD..761H. NSOL GAP
23" 13"
4'
23" 2"
45"
6 3"
15"
2'
27'
EG 6T
Ii„
24 '
1-9011 ..GIH. HOLE DIA
0
I -ROD SIZE I I-kOL, HI
601.1
1"
7 .,
TS
17A
0"
4"
BILL OF MATERIAL
ITEM
QTY,
DESCRIPTION
n5 REO'D
U -BOLT, FOR X' PIPE, HUT DIPPED GALV , w/(2) HEAVY HE
NUTS, w/POLYSHRINK Uv STABLE POLYOLEFIN SLEEVE,
NU-E10L1, DEEPWATER CORROSION SERVICES, INC OR EQUAL
AS RE0'C
HALF—ROUND, 1 r" WIDE r ; " H , CUT AND DRILLED FOR U—BOL'
(ITEM 1), HIGH IMPACT -.PC,
4 ;Se"
5-4"
34"
73
8„
7
4
033
33'
7
E
164
43
3
13;. 16
16"
43"
18"
211 4 ..
20"
43"
143.
1 63"
183"
2203"
15"
1 93"
17"
19.,
215"
233"
TS
TG
F
13"
243"
253"
275"
30"
I 303"
313..
333"
13"
36"
3 8 13"
13"
Owl
1 -ROD, DEEPWATER - ;"' S. INC OR EUP;
4S REC D
HALF -ROUND, 1" WIDE .D DRILLED FO1%
(ITEM 1), HIGH IMPAC'. '1RMOPLASTIC,
-ROD. DEEPWAI 3 SERVICES, INC. OR EQUAL.
END VIEW
NOTES:
USE: THE FOLLOWING MAXIMUM LOADING FOR EACH I -ROC
UP TO THREE RODS CAN 8E USED TO ACHIEVE DESRF;'
WEIGHT LOADING.
1 {N. I -ROD - 8,000 LBS.
3 IN. I -ROD - 10,000 LBS.
2. CONTRACTOR TO FURNISH ALL MATERIAL
EXHIBIT C, SHEET 11 of 12
NEW AW:;
1 1 T— 1
SSUE
No4aEr4
-9 I Ri ,SED I f„ C9CQ I PROJL570'O
DA
APPROVED
OA
MMASTREGELLpANPARTNE. L.P.
ANTI—CORROSION PIPE SUPPORT
U—BOLT ASSEMBLY
DRAWN
s�
CRECA7O
eV
C+JPROJMEECRCT
A
9,11S"
d b 06 2009
SCALE 6016 I A r E 1
2S0
06.2009
00
06.2009
DS
DRAWING NUMBER
STD -2011
0
gb
warning sign segaence
Opposite Direction
END
0020-40
• •
LEGEND
S'n
Belot
ROAD WORK
48' X 48"
®
Type 3 Barricade
■ ■
o-
111
ane OS
G20-2
ONE LANE ROAD
r---10:1truck
Chonneli:i no Devices
uouraed
6
/�
48' % 24"
w3-4 ROAD i WORK
Neovy work Vehicle
®
Artenu°r° ITYAI
phi
ii
:
i(m
RI-2
42„ X 42 _ X
�/ `ll
y o
o n
AHEAD
+8" x 48` AHEAD
ISee note 27A BE
7roiler Mounted
F108n imp Arrow Board
Messagle g(PCMS)
Message Sign (PCMS7
Y
T'
n Q
'
PREPARED / CW20-ID
Sign
4
Traffic Flow
TO
u
TO STOP 48' X 48'
V
�• $,
ONCOMING
-
gxN
Q
F1aM1n'
0-0
Flogger
TRAFFIC
t___.
I\
4/ See(Flarniote I1
suo9eet a wa�i..m
SQ
Fb
,1 -2aP
seeX 16�
♦
} •
I
�j C
Cw20-7 (h /
482 % 48'
voated
Mb
F ormul°
rop.r L.ne
w enethe
M:IV,* ,
Devices rq
w ni
sign
Sparine
s` etnul
Buffer s
Luff °fie
too°
O stands
no B
'
/
11
on
Qi efxmce
8"
04
4
Cw16 2P
24" x918"
XXX
FEET•
• /
flOADEND WORK
30
Offset
150'
165'
off2set
180'
r
topea
30'
tangent
60'
120'
90'
200'
F°`
-
(See 21A
�•
35
w
L. 6a
205'
225'
245'
35'
70'
160'
120'
250'
coo
1Ce
, / G20-2
48" x 24"
40
265'
295'
320'
40'
80'
240'
155'
305'
Chonnelizinp devices
- }.-0n
Eeahce/Genc
45
450'
495'
540'
45'
90'
320'
195'
360'
separate work space
from traveled
))*)
les 00 /
50
500'
550'
600'
50'
100'
400'
240'
425'
ww
way
1
.'•
fIOQplr stations
55
550'
605'
660'
55'
110'
500'
295'
495'
20'
•�t
•'1,7.,,
sna11 De o"
i 3 3,38, Hated / • .�
60
L WS
600'
660'
720'
60'
120'
600'
350'
570'
nig
at ht FP e
65
650'
715'
780'
65'
130'
700'
410'
645'
Teo
,".','-e
5
• O 0
70
700'
770'
840'
70'
140'
800'
475'
730'
382
r
75
750'
825'
900'
75'
150'
900'
540'
820'
Lk
g
w b
1 ^S
-
w
C'
?
'•
M Toper l mol Roods Only
**Toper temp hs Haut been rounded 0 off
L•Length o TOper(FTI w•width of Offset(FT7 S•Poafed Speed(MPH,
'a�
I
•
-
TYPICAL USAGE
�'�'
MOBILE
SHORT
DURATION
SHORT TERM
INTERMEOIATE
tER9
LONG TERN
52
®
hO°Ow Vehicle with
TMA Ond nigh intensity
rotating, flashing,
•
/''�
•�;. /�
'
STATIONARY
'
STATIONARY
STATIONARY
"
■
—_
ascii lot ing o trope
lights. 15ee notes 5 1 61
F!i;',''
-S
E
00
GENERAL NOTES
7��7jj••
o b�
RSO
'PS2
Fy^
■
•
m
Shadow 0*0,01e
with TMA and nigh
intensity rotating,
1olosning,
•
le
I
..
' -
rt
-O ■
1. Flops attached to signs miner! shown ore REQUIRED.
2. All traffic control devices illustrated are 11E0018E0, except tnobe den0te0 with the
triangle symol may De omitted 56.0 stated elsewfre in the plans, or for routine
maintenolte work, when approved by the Engineer.
3. The CW3-4 "BE PREPARED TO SLOP• sign may be installed after the CW20-40 "ONE LANE
ROAD ANEAD" sig, put probe sig spacing shop be mOintai Md.
n9
•
O
C
a
50!11 of lnq
OD! lights.
(See 5 6 61
•
4. Sign Spacing may he increased or an additional CW20-10 "ROAD w9Rx ANEA05 sign may De
if ahead of the flogger
c
pp,
u
notes
I
5. Au6ed cc time1.-2 t"Glob pip; is lea3 than I500 feet.
Shad0wa0vonce enicle with TI. should .ud onY on positioned 30 to 100 feet
a
•
•
•
_ f `•
-ory RI-2
L
482001
48' x 48"
in odvMCe of the area of crew exposure•ithou9 °aversely affecting the performance or
Quality o/ the work. 11 workers maiOre n0 longer prerent Out 'Odd or work ce Mirion6 require
OJ
me t LMtrol thein in oVehi an 3 Barri<°0!s pr OrnM Cho7MliZifg devices
I
'n
42" X42 ' X 42"
m
511 S0 fee
may De substituted tpr tan Shoddr Vehicle and TMA.
a
6. Addition°, shadow Vehicles with Tessm0y be positioned off the p0vea 6urfOc5, next t0
those Paso in weer to protect wider work spaces.
i
�_.
TO
RI -2aP
Except in
g
TCP (1-20)
ONCOMING
TRAFFIC
48" % 36"
(See note 81
emergencies,
flogger stations
seal De
•
'-
}•�'.6.0
j 3
XXX
FEET
Cl/16-2P
24" X 18.
1. RI-2 -YIELD' sign traffic control may be used on projects with °8Orooches cant novo
o0eaote sight distance. Fon projects in urban cr.OS, work acorea should be no longer
I
x
i 1IUninated
at night
•
n
-
U
(see note 21
ihon one holt city plpck. In rural areas an roadways With less than 2000 101, *ark
spores 04.10 be no longer *Mn 400 feet.
1-
.1*
•"'`)
h9h
x
8
BE
PREPARED
8. RI-2 'YIELD' 5191 with RI-2oP "TO ONCOMING TRAFFIC" plo0ue snot) be Placed on a support
at a 7 foot minim. monting height.
TCP (I-2D)
\rT,//��
1 -LF-o
x
y
Cw3-2
48' X 48"
,�FL, /�
�/ 14
x
i
0
TO STOP
CW3-4
^B" % 48"
ISee note 21 S
h
ONE LANEtroflic
ROAD
AHEAD 087emergency48"
9. Floggers should use two-way radios or other methods of ccennicat ion to control traffic.
should
10. Length of work space be Dosed on the o0ilityy o/ f10gpers to chm*nicate.
11, If the sack space is located ne9r a h0ri2Ontal or vertical curve, the buffer distances
should be incre0se0 in order to 00108014 a0 000*° 5801sightagger
and a queue of stopped vehicles (see table above,.01ng distance to the fl
on
12. Chnelizing devices the center -line may be omitted Manna pilot car i6 laming
arid approved by the Engineer.
13. Flogger, Mould use 24' STOP/SLOW p000Ies t0 control traffic. Flog6 should be
limited to emergency situations.
x
ONE LANE
ROAD
AHEAD
Lw20-40
END
ROADWORK
i __
X 48"
♦ .
Texas Department of TronsportotIon
Traffic Operations Division
J-
48" X 48"
G20-2
x
48' x 24"
1
ROAD
ORK
Far construction or
maintenance
maintenance contract
TRAFFIC CONTROL PLAN
• •
ROAD
TCP (1 2a) WORK
AHEAD 0020-ID _
ONE LANE TWO-WAY ,Flavaie
AL
AHEAD 0420-1D
48" X 48"
(Flogs-
See note 11
TCP (1 -2b)
work, specific project
far
shadow vehicles con
be fpUnd in the project
GENERAL NOTES
Barrlce8es025i
Signs
attic 001009.
ONE LANE TWO-WAY
TRAFFIC CONTROL
TCP (I -2) - 1 2
see none I1
ONE TWO-WAY
o.awm.. ues
jr„,JOM. •°°• L•• h W
CONTROL WITH YIELD SIGNS
LANE
?.,Alae
0*
.r
,
(Less than 7)
CONTROL WITH FLAGGERS EXHIBIT C, SHEET 12 12
0 2.8
490 2
2-91
2000 AOT - See note
of
-97
DA/
Lawn 8411 W.
or t
191
152 1
ATTACHMENT
EXHIBIT D
INSURANCE REQUIREMENTS
LICENSEE'S LIABILITY INSURANCE
A. Licensee shall not commence work under this agreement until all insurance required herein has been obtained
and approved by the City's Risk Manager or designee.
B. Licensee shall furnish to the Risk Manager, and Director of Development Services, two (2) copies of
Certificates of Insurance,with applicable policy endorsements showing the following minimum coverage by an
insurance company(s) acceptable to the Risk Manager or designee. The City must be listed as an additional
insured for the General Liability policy,auto liability policies by endorsement,and a waiver of subrogation by
endorsement is required for the workers' compensation policy. Endorsements must be provided with
Certificate of Insurance. Project name and/or number must be listed in Description Box of Certificate of
Insurance.
TYPE OF INSURANCE MINIMUM INSURANCE COVERAGE
30-Day Notice of Cancellation to be provided by Bodily injury and Property Damage
Licensee. Per Occurrence/aggregate
COMMERCIAL GENERAL LIABILITY including:
1. Broad Form $1,000,000 Per Occurrence
2. Premises—Operations $2,000,000 Aggregate
3. Products/Completed and Ongoing Operations
Hazard
4. Contractual Liability
5. Broad Form Property Damage
6. Independent Contractor
7. Above Ground Hazard
ENVIONMENTAL IMPAIRMENT LIABILITY $1,000,000 Per Occurrence
$2,000,000 Aggregate
BUSINESS AUTOMOBILE LIABILITY $1,000,000 Combined Single Limit
1. Owned
2. Hired &Non-owned
PROPERTY INSURANCE Licensee is responsible to insure all personal property.
WORKERS' COMPENSATION Which Complies With The Texas Workers'
All States endorsement is required if Licensee is not Compensation Act And Paragraph II Of
Domiciled in Texas. This Exhibit.
EMPLOYER'S LIABILITY $1,000,000/ $1,000,000/ $1,000,000
C. In the event of accidents of any kind related to this project,Licensee shall furnish the Risk Manager with copies
of all reports of such accidents within ten(10) days of the accident.
II. ADDITIONAL REQUIREMENTS
A. Licensee must obtain workers' compensation coverage through a licensed insurance company in
accordance with Texas law.The contract for coverage must be written on a policy and endorsements
approved by the Texas Department of Insurance. The coverage provided must be in amounts
sufficient to assure that all workers' compensation obligations incurred will be promptly met. An"All
States"endorsement shall be required if Workers' Compensation policy is not written in accordance
with Texas Department of Insurance rules.
B. Licensee shall obtain and maintain in full force and effect for the duration of this Contract, and any
extension hereof, at Licensee's sole expense, insurance coverage written on an occurrence basis, by
companies authorized and admitted to do business in the State of Texas and with an A.M.Best's rating
of no less than A- VII.
C. Licensee shall be required to comply with any such requests and shall submit a copy of the
replacement certificate of insurance to City at the address provided below within 10 days of the
requested change. Licensee shall pay any costs incurred resulting from said changes.All notices under
this Article shall be given to City at the following address:
City of Corpus Christi
Attn: Risk Management
P.O. Box 9277
Corpus Christi, TX 78469-9277
(361) 826-3680
D. Licensee agrees that with respect to the above required insurance, all insurance policies are to
contain or be endorsed to contain the following required provisions:
• Name the City and its officers, officials, employees, volunteers, and elected representatives as
additional insured by endorsement or comparable policy language,as respects operations,completed
operations and activities of,or on behalf of,the named insured performed under contract with the City,
with the exception of the workers' compensation policy
• Provide for an endorsement that the "other insurance" clause shall not apply to the City of Corpus
Christi where the City is an additional insured shown on the policy;
• Workers'compensation and employers'liability policies will provide a waiver of subrogation in favor
of the City; and
• Provide thirty (30) calendar days advance written notice directly to City of any suspension,
cancellation, non-renewal or material change in coverage, and not less than ten (10) calendar days
advance written notice for nonpayment of premium.
E. Within five(5) calendar days of a suspension, cancellation, or non-renewal of coverage, Successful
Bidder shall provide a replacement Certificate of Insurance and applicable endorsements to City.City
shall have the option to suspend Licensee's performance should there be a lapse in coverage at any
time during this contract. Failure to provide and to maintain the required insurance shall constitute a
material breach of this contract.
0a' 9/04
F. In addition to any other remedies the City may have upon Licensee's failure to provide and maintain
any insurance or policy endorsements to the extent and within the time herein required,the City shall
have the right to order Licensee to stop work hereunder, and/or withhold any payment(s) which
become due to Licensee hereunder until Licensee demonstrates compliance with the requirements
hereof.
G. Nothing herein contained shall be construed as limiting in any way the extent to which Licensee may
be held responsible for payments of damages to persons or property resulting from Licensee's or its
sub-contractor's performance of the work covered under this agreement.
H. It is agreed that Licensee's insurance shall be deemed primary and non-contributory with respect to
any insurance or self insurance carried by the City of Corpus Christi for liability arising out of
operations under this agreement.
I. It is understood and agreed that the insurance required is in addition to and separate from any other
obligation contained in this agreement.
2016 ins req.
Development Services—Overhead Pipeline Bridge Use Privilege Agreement
Magellan
2/23/2016 ds Risk Mgmt.
Exhibit E
CITY OF CORPUS CHRISTI
DISCLOSURE OF INTERESTS
City of Corpus Christi ordinance 17112,as amended, requires all persons or firms seeking to do business with the City to
provide the following information. Every question must be answered. If the question is not applicable,answer with"NA".
FIRST NAME: 'iC.t'a ' 4ol J 1�y1 , L. P.
STREET: 011V W\\``,:tw Z «tn-V `Q-rt CITY: 'Df So O k ZIP: 14'1 71
FIRM IS: 01. Corporation Partnership 03. Sole Owner 04. Association 05. Other
DISCLOSURE QUESTIONS
If additional space Is necessary,please use the reverse side of this page or attach separate sheet.
1. State the names of each "employee"of the City of Corpus Christi having an'ownership interest"constituting 3%
or more of the ownership in the above named"firm".
Name Job Title and City Department(if known)
�/4"
2. State the names of each"official" of the City of Corpus Christi having an "ownership interest"constituting 3%or
more of the ownership in the above named"firm'.
Name AA ff Title
3. State the names of each"board member"of the City of Corpus Christi having an"ownership interest"constituting
3%or more of the ownership in the above named"firm'.
Name Board,Commission,or Committee
4. State the names of each employee or officer of a"consultant" for the City of Corpus Christi who worked on any
matter related to the subject of this contract and has an "ownership interest" constituting 35 or more of the
ownership in the above named"frm".
Name Consultant
CERTIFICATE
I certify that all information provided is true and correct as of the date of this statement,that I have not knowingly withheld
disclosure of any information requested; and that supplemental statements will be promptly submitted to the City of
Corpus Christi,Texas as changes occur.
Certifying Person: M r �� 2 t2��/ Title:
VP
(Type or Print)pq
Signature of Certifying Person: ' Date: — "