HomeMy WebLinkAboutR2026-072 20260427RESOLUTION NO. R2026-72
A Resolution of the City Council of the City of Pearland, Texas, authorizing a
Multiple Use Agreement with the Texas Department of Transportation (TxDOT)
associated with the pedestrian bridges on the Shadow Creek Parkway
Landscaping, Street Lighting, and Sidewalk Project.
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS:
Section 1. That certain Multiple Use Agreement by and between the City of Pearland
and the TxDOT, a copy of which is attached and made a part hereof for all purposes, is hereby
authorized and approved.
Section 2. That the City Manager or his designee is hereby authorized to execute a
Multiple Use Agreement with the TxDOT associated with pedestrian bridges on the Shadow Creek
Parkway Landscaping, Street Lighting, and Sidewalk Project.
PASSED, APPROVED and ADOPTED this the 27th day of April, A.D., 2026.
________________________________
J.KEVIN COLE
MAYOR
ATTEST:
________________________________
FRANCES AGUILAR, TRMC, MMC
CITY SECRETARY
APPROVED AS TO FORM:
________________________________
LAWRENCE G. PROVINS
CITY ATTORNEY
Docusign Envelope ID: E330D088-2E42-86F2-80AB-AEAA064270D3
Form 2044
Page 1 of 10
(Rev. 8/21) MULTIPLE USE AGREEMENT
STATE OF TEXAS §
COUNTY OF TRAVIS §
THIS AGREEMENT made by the State of Texas by and between the Texas Department of
Transportation, hereinafter referred to as “State”, party of the first part, and
Entity Name , hereinafter called Name for Contract ,
party of the second part, is to become effective when fully executed by both parties.
WITNESSETH
WHEREAS, on the day day of month of the year , 20 XX , the governing
body for the Name for Contract
, entered into Resolution/Ordinance No. Ordinance
hereinafter identified by reference, authorizing the Name for Contract
agreement with the State; and
’s participation in this
WHEREAS, the Name for Contract
maintenance and operation of a public
has requested the State to permit the construction,
Public work to be installed
on the highway right of way, (ROADWAY Highway Name CONTROL SECTION NO. Ctrl No. ).
(General description of area including either the control number or GPS coordinates.)
shown graphically by the preliminary conceptual site plan in Exhibit “A” and being more specifically
described by metes and bounds of Exhibit “B”, which are attached and made a part hereof; and
WHEREAS, the State has indicated its willingness to approve the establishment of such facilities
and other uses conditioned that the Name for Contract will enter into agreements with the State for
the purpose of determining the respective responsibilities of the Name for Contract and the State with
reference thereto, and conditioned that such uses are in the public interest and will not damage the highway
facilities, impair safety, impede maintenance or in any way restrict the operation of the highway facility, all as
determined from engineering and traffic investigations conducted by the State.
City of Pearland City
City
City
City
City
City
27 April 26
(2) 10-feet wide pedestrian bridges
Farm to Market 2234 2105-02
R2026-72
Docusign Envelope ID: E330D088-2E42-86F2-80AB-AEAA064270D3
Form 2044 (Rev. 8/21)
Page 2 of 10
AGREEMENT
NOW, THEREFORE , in consideration of the premises and of the mutual covenants and
agreements of the parties hereto to be by them respectively kept and performed as hereinafter set forth, it
is agreed as follows:
1.DESIGN AND CONSTRUCTION
Name for Contract will prepare or provide for the construction plans for the facility, and will provide
for the construction work as required by said plans at no cost to the State. Said plans shall include the
design of the access control, necessary horizontal and vertical clearances for highway structures,
adequate landscape treatment, adequate detail to ensure compliance with applicable structural design
standard s, sufficient traffic control provisions, and general layout. They shall also delineate and define
the construction responsibilities of both parties hereto. Completed plans will be submitted to State for
review and approval and when approved shall be attached to the agreement and made a part thereof
in all respects. Construction shall not commence until plans have been approved by the State. Any
future revisions or additions shall be made after prior written approval of the State. Any sidewalks,
curb ramps and other pedestrian elements to be constructed, either on site or off site, by the
Name for Contract shall be in accordance with the requirements of Title II of the Americans With
Disabilities Act (ADA) and with the Texas Accessibility Standards (TAS). Elements constructed by the
Name for Contract and found not to comply with ADA or TAS shall be corrected at the entire expense
of the Name for Contract .
2.INSPECTION
Ingress and egress shall be allowed at all times to such facility for Federal Highway Administration
personnel and State Forces and equipment when highway maintenance operations are necessary,
and for inspection purposes; and upon request, all parking or other activities for periods required for
such operations will be prohibited.
3.PARKING REGULATIONS
Parking regulations shall be established limiting parking to single u nit motor vehicles of size and
capacity no greater than prescribed for 11/2 ton trucks, such vehicles to conform in size and use t o
g overning laws. Parking shall be permitted only in marked spaces.
Parking shall be prohibited when a security threat, as determined by TxDOT, exists.
City
City
City
City
Docusign Envelope ID: E330D088-2E42-86F2-80AB-AEAA064270D3
Form 2044 (Rev. 8/21)
Page 3 of 10
4. PROHIBITION/SIGNS
Regulations shall be established prohibiting the parking of vehicles transporting flammable or
explosive loads and prohibiting use of the area in any manner for peddling, advertising or other
purposes not in keeping with the objective of a public facility. The erection of signs other than those
required for proper use of the area will be prohibited. All signs shall be approved by the State prior to
the actual erection.
5. RESPONSIBILITIES
Timely maintenance, repair and operation of the facility shall be entirely the responsibility of the
Name for Contract . Such responsibility shall not be transferred, assigned or conveyed to
a third party without the advanced written approval of the State. These responsibilities expressly
include the timely maintenance and repair of any portion of the facility necessary to comply with the
Americans with Disabilities Act. Further, such responsibility shall include picking up trash, mowing and
otherwise keeping the facility in a clean and sanitary condition, and surveillance by police patrol to
eliminate the possible creation of a nuisance or hazard to the public. Hazardous or unreasonably
objectionable smoke, fumes, vapor or odors shall not be permitted to rise above the grade line of the
highway, nor shall the facility subject the highway to hazardous or unreasonably objectionable
d ripping, droppings or discharge of any kind, including rain or snow.
If the State determines that Name for Contract has failed to comply with these responsibilities,
it will perform the necessary work and charge Name for Contract the actual cost of the work.
6. FEES
Any fees levied for use of the facilities in the area shall be nominal and no more than are sufficient to
defray the cost of construction, maintenance and operations thereof, and shall be subject to State
approval.
A. Retention Period. The Name for Contract shall maintain all books, documents, papers,
accounting records and other evidence pertaining to fees collected and costs (hereinafter called
the Records). The Name for Contract shall make the records available during the term of
the Agreement and for four years from the date the Agreement is terminated, until completion of
all audits, or until pending litigation has been completely and fully resolved, whichever occurs last.
B. Audit Report. If fees are collected by the Name for Contract f or the use of the facility
under this agreement, the Name for Contract will provide the State an annual audit report
detailing the fees collected for the use of the facility and the costs associated with constructing,
maintaining, and operating the facility within the same period. If the report shows more fees
collected than expenses for the construction, operation, or maintenance of the facility the
Name for Contract must provide a multiple year plan detailing how the additional revenue
will be used for construction, operation, or maintenance of the facility.
City
City
City
City
City
City
City
City
Docusign Envelope ID: E330D088-2E42-86F2-80AB-AEAA064270D3
Form 2044 (Rev. 8/21)
Page 4 of 10
C.Availability. The State or any of its duly authorized representatives, the Federal Highway
Administration, the United States Department of Transportation, Office of Inspector General, and
the Comptroller General shall have access to the Name for Contract 's records that are
directly pertinent to this Agreement for the purpose of making audits and examinations.
7.TERMINATION UPON NOTICE
This provision is expressly made subject to the rights herein granted to both parties to terminate this
agreement upon notice, and upon the exercise of any such right by either party, all obligations herein
to make improvements to said facility shall immediately cease and terminate and
Name for Contract shall be responsible for the facility's timely removal at no cost to the State.
If the State determines that Name for Contract has failed to timely remove the facility, it will
perform the necessary work and charge Name for Contract the actual cost of the work.
8.MODIFICATION/TERMINATION OF AGREEMENT
If in the sole judgment of the State it is found at any future time that traffic conditions have so
changed that the existence or use of the facility is impeding maintenance, damaging the highway
facility, impairing safety or that the facility is not being properly operated, that it constitutes a
nuisance, is abandoned, or if for any other reason it is the State’s judgment that such facility is not in
the public interest, this agreement under which the facility was constructed may be: (1) modified if
corrective measures acceptable to both parties can be applied to eliminate the objectionable features
of the facility; or (2) terminated and the use of the area as proposed herein discontinued.
9.PROHIBITION OF STORAGE OF FLAMMABLE MATERIALS
All structures located or constructed within the area covered by the agreement shall be fire resistant.
The storage of flammable, explosive or hazardous materials is prohibited. Operations deemed to be
a potential fire hazard shall be subject to regulation by the State.
10.RESTORATION OF AREA
The Name for Contract shall provide written notification to the State that such facility will be
discontinued for the purpose defined herein. The Name for Contract shall, within thirty (30) days
from the date of said notification, clear the area of all facilities that were its construction responsibility
under this agreement and restore the area to a condition satisfactory to the State.
11.PREVIOUS AGREEMENTS
It is understood that this agreement in no way modifies or supersedes the terms and provisions of any
existing agreements between the parties hereto.
City
City
City
City
City
City
Docusign Envelope ID: E330D088-2E42-86F2-80AB-AEAA064270D3
Form 2044 (Rev. 8/21)
Page 5 of 10
12.INDEMNIFICATION
THE Name for Contract WILL INDEMNIFY THE STATE AGAINST ANY AND ALL
DAMAGES AND CLAIMS FOR DAMAGES, INCLUDING THOSE RESULTING FROM INJURY
OR DEATH OF PERSONS OR FOR LOSS OF OR DAMAGE TO PROPERTY, ARISING OUT OF,
INCIDENT TO OR IN ANY MANNER CONNECTED WITH THE CONSTRUCTION, OPERATION
OR MAINTENANCE OF THE FACILITY, WHICH INDEMNIFICATION SHALL EXTEND TO
AND INCLUDE ANY AND ALL COURT COSTS, ATTORNEY’S FEES AND EXPENSES
RELATED TO OR CONNECTED WITH ANY CLAIMS OR SUITS FOR DAMAGES AND SHALL,
IF REQUESTED IN WRITING BY THE STATE TO DO SO, ASSIST THE STATE OR RELIEVE
THE STATE FROM DEFENDING ANY SUCH SUITS BROUGHT AGAINST IT. THE
INDEMNIFICATION OF THE STATE SHALL EXTEND FOR A PERIOD OF TWO (2) YEARS
BEYOND THE DATE OF TERMINATION OF THIS AGREEMENT.
DURING EACH YEAR WHILE THERE IS ANY LIABILITY BY REASON OF THE
AGREEMENT CONTAINED IN THIS SUBSECTION OF THIS RESOLUTION, INCLUDING
THE CALENDAR YEAR 20XX , THE City Name (CITY) SHALL COMPUTE
AND ASCERTAIN THE RATE AND AMOUNT OF AD VALOREM TAX, BASED ON THE
LATEST APPROVED TAX ROLLS OF SAID ENTITY, WITH FULL ALLOWANCES BEING
MADE FOR TAX DELINQUENCIES AND COSTS OF TAX COLLECTION, WHICH WILL BE
SUFFICIENT TO RAISE AND PRODUCE THE MONEY REQUIRED TO PAY ANY SUMS
WHICH MAY BE OR BECOME DUE DURING ANY SUCH YEAR, IN NO INSTANCE TO BE
LESS THAN TWO (2%) PER CENT OF SUCH OBLIGATION, TOGETHER WITH INTEREST
THEREON, BECAUSE OF THE OBLIGATION HEREIN ASSUMED.
SAID RATE AND AMOUNT OF AD VALOREM TAX IS HEREBY ORDERED TO BE LEVIED
AND IS HEREBY LEVIED AGAINST ALL TAXABLE PROPERTY IN SAID ENTITY FOR
EACH YEAR WHILE ANY LIABILITY EXISTS BY REASON OF THE OBLIGATION
UNDE RTAKEN BY THIS SUBSECTION OF THIS RESOLUTION, AND SAID AD VALOREM
TAX SHALL BE ASSESSED AND COLLECTED EACH SUCH YEAR UNTIL ALL OF THE
OBLIGATIONS HEREIN INCURRED SHALL HAVE BEEN DISCHARGED AND ALL
LIABILITY HEREUNDER DISCHARGED.
No party to this agreement intends to waive, relinquish, limit or condition its general governmental
immunity from liability in any way.
Each party agrees and acknowledges that it is not an agent, servant, or employee of the other party
and that under this provision each party is responsible only for its own acts and for those of its
agents, servants, independent contractors or employees. Such responsibility includes, but is not
City
2026 City of Pearland
Docusign Envelope ID: E330D088-2E42-86F2-80AB-AEAA064270D3
Form 2044 (Rev. 8/21)
Page 6 of 10
limited to any claims or amounts arising or recovered under the “Workers Compensation Law,” the Texas
Tort Claims Act, Chapter 101, Texas Civil Practice and Remedies Code; or any other applicable laws or
regulations, all as time to time may be amended.
Nothing in this agreement shall be construed as creating any liability in favor of any third party
against the State and the Name for Contract . Additionally, this agreement shall not ever be
construed as relieving any third party from any liability against the State. Furthermore, the
Name for Contract shall become fully subrogated to the State's rights of recovery and shall be
entitled to maintain any action over and against any third party who may be liable for damages. The
State agrees to execute and deliver instruments and papers and to otherwise do that which is
necessary to secure such rights.
13. INSURANCE
The Name for Contract , shall provide necessary safeguards to protect the public on State
maintained highways including adequate insurance for payment of any damages which might result
during the construction, maintenance, repair and operation of the facility.
shall include TxDOT as an additional insured by endorsement in
Name for Contract
Name for Contract 's
commercial general liability insurance policy. Prior to beginning work on the State's right of way, the
Name for Contract 's construction contractor shall submit to the State a completed insurance
form (TxDOT Form No. 1560) or appropriate certificate of self-insurance and shall maintain the
required coverage during the construction of the facility.
14. USE OF RIGHT OF WAY
It is understood that the State by execution of this agreement does not impair or relinquish the State’s
right to use such land for highway purposes when it is required for the construction or re-construction
of the traffic facility for which it was acquired, nor shall use of the land under such agreement ever be
construed as abandonment by the State of such land acquired for highway purposes, and the State
does not purport to grant any interest in the land described herein but merely consents to such use to
the extent its authority and title permits.
15. ADDITIONAL CONSENT REQUIRED
The State asserts only that it has sufficient title for highway purposes. The Name for Contract
shall be responsible for obtaining such additional consent, permits or agreement as may be
necessary due to this agreement. This includes, but is not limited to, appropriate permits and
clearances for environmental, ADA and public utilities.
16. FHWA ADDITIONAL REQUIREMENTS
If the Facility is located on the Federal-Aid Highway System, “ATTACHMENT A”, which states
additional requirements as set forth in the Federal Highway Administration’s Title 23, Code of Federal
Regulations, § 710, shall be attached to and become a part of this agreement.
City
City
City
City
City
City
City
Docusign Envelope ID: E330D088-2E42-86F2-80AB-AEAA064270D3
Form 2044 (Rev. 8/21)
Page 7 of 10
17. CIVIL RIGHTS ASSURANCES
The Name for Contract , for itself, its personal representatives, successors and interests and
assigns, as part of the consideration hereof, does hereby covenant and agree as a covenant running
with the land that: (1) no persons, on the grounds of race, color, sex, age, national origin, religion or
disabling condition, shall be excluded from participation in, be denied the benefits of, or be otherwise
subjected to discrimination in the use of said facility; (2) that in the construction of any improvements
on, over or under such land and the furnishing of services thereon, no person on the ground of race,
color, sex, age, national origin, religion or disabling condition, shall be excluded from participation in,
denied the benefits of, or otherwise be subjected to discrimination; (3) that the
Name for Contract shall use the premises in compliance with all other requirements imposed by
or pursuant to Title 49, Code of Federal Regulations, Department of Transportation, Subtitle A, Office
of the Secretary, Part 21, Non-discrimination in Federally-Assisted programs of the Department of
Transportation - Effectuation of Title VI of the Civil Rights Act of 1964, and as said Regulations may
be amended.
That if in the event of any breach of the above non-discrimination covenants, the State shall have the
right to terminate the agreement and reenter and repossess said land and the facilities thereon, and
hold the same as if said agreement had never been made or issued.
18. AMENDMENTS
Any changes in the time frame, character or responsibilities of the parties hereto shall be enacted by
a written amendment executed by both parties hereto.
19. LEGAL CONSTRUCTION
In case one or more of the provisions contained in this agreement shall for any reason be held
invalid, illegal or unenforceable in any respect, such invalidity, illegality or unenforceability s hall not
affect any provision hereof and this agreement shall be construed as if such invalid, illegal, or
unenforceable provision had never been contained in this agreement.
20. AUDIT
The State may conduct an audit or investigation of any aspect of this agreement. The
Name for Contract must provide the State with access to any information the State considers
relevant to the investigation or audit. The audit can include, but is not limited to, any contract for
construction or maintenance of any facility or structure authorized by this agreement or any
contract to provide a service to the Name for Contract
agreement.
if that service is authorized by this
City
City
City
City
Docusign Envelope ID: E330D088-2E42-86F2-80AB-AEAA064270D3
Form 2044 (Rev. 8/21)
Page 8 of 10
21. AUTHORITY OF STATE AUDITOR
The state auditor may conduct an audit or investigation of any entity receiving funds from the state
directly under the contract or indirectly through a subcontract under the contract. Acceptance of
funds directly under the contract or indirectly through a sub contract under this contract acts as
acceptance of the authority of the state auditor, under the direction of the legislative audit committee,
to conduct an audit or investigation in connection with those funds. An entity that is the subject of an
audit or investigation must provide the state auditor with access to any information the state auditor
considers relevant to the investigation or audit.
22. NOTICES
All notices required under this agreement shall be mailed or hand delivered to the following
respective addresses:
STATE (Name of other party)
(Mailing Address) (Mailing Address)
Texas Department of Transportation
Maintenance Division
125 East 11th Street
Austin, Texas 78701-2483
Address Name
Address Name
Address Road/Street/Hwy
Address City/State/Zip
23. TIMELY PAYMENT
When required by any provision of this agreement requires a payment to be made to the State, the
other party hereto shall within thirty (30) days from receipt of the State's written notification pay the
State for the full cost of repairing any damages to the highway facility which may result from the other
party's construction, maintenance, repair or operation of the facility.
24. WARRANTS
The signatories to this agreement warrant that each has the authority to enter into this agreement on
behalf of the party represented.
List of Attached Exhibits:
Exhibit A - General Layout
Exhibit B - Metes and Bounds Description
Exhibit C - Approved Construction Plans
Exhibit D - Certificate of Insurance (TxDOT Form 1560)
Exhibit E - Attachment A (FHWA Additional Requirements)
City of Pearland
Engineering and Public Works
2016 Old Alvin Road
Pearland, Texas 77581
Docusign Envelope ID: E330D088-2E42-86F2-80AB-AEAA064270D3
Form 2044 (Rev. 8/21)
Page 9 of 10
IN WITNESS WHEREOF, the parties have hereunto affixed their signature, the
State on the
on the
day of
day of
, 20 .
, 20 , and the
(Name of other party)
By:
Signature
STATE OF TEXAS
Executed and approved for the Texas
Transportation Commission for the purpose and
effect of activating and/or carrying out the orders,
and established policies or work programs
heretofore approved and authorized by the Texas
Transportation Commission.
By:
Printed Name Director, Maintenance Division
Title Printed Name
Agency Date
APPROVAL RECOMMENDED:
Contact Office and Telephone No.
District Engineer
Printed Name
Date
City
City of Pearland
Docusign Envelope ID: E330D088-2E42-86F2-80AB-AEAA064270D3
April
City Manager
26
281-652-1600
28
City of Pearland
Trent Epperson
Form 2044 (Rev. 8/21)
Page 10 of 10
ATTACHMENT A
Inasmuch as this project is on the Federal-Aid highway system, the following additional requirements as
applicable with the Federal Highway Administration’s Title 23, Code of Federal Regulations, § 710.105.
1. Any significant revision in the design or construction of the facility shall receive prior approval by the
Texas Department of Transportation subject to concurrency by the FHWA.
2. Any change in the authorized use of real property interest shall receive prior approval by the Texas
Department of Transportation subject to concurrence by the FHWA.
3. Real property interest shall not be transferred, assigned or conveyed to another party without prior
Texas Department of Transportation approval subject to concurrence by the FHWA.
4. This agreement will be revocable in the event that the real property interest facility ceases to be used
or is abandoned.
EXHIBIT E
Docusign Envelope ID: E330D088-2E42-86F2-80AB-AEAA064270D3
FM 52
1
STATE
HIGH
W
AY
28
8
DWN.DESCRIPTIONMK.DATE CHK.
Job No.:
Date:
Dwn By:
Chkd By:
Scale:
HORZ:1"=
VERT :1"=
CAD FILE:
City Of Pearland, Texas
9/12/2025
SS
MG
Pen Table:
Plot Driver:
P:\
City of Pea
rland
\10
99 - Shado
w Cree
k\4-0-Prod
u
ction
-W
orking
\4-1-CAD
\Resou
rce\Plot Files\SHA
D
O
W
CR
EE
K.pltcfg
SHA
D
O
W
CR
.tbl
david.grea
ney
2:00
:19
PM
9/12
/20
2
5
Plott
ed on
:
Design
Fil
ename: \\
gaug
e-dc\Projec
ts\Cit
y of Pea
rland
\10
9
9
- Shado
w Cree
k\4-0-Prod
u
cti
on
-Working
\4-14
-Forms\MUA
- TR 19
0
5
\Exh
ibit
A.dg
n
Texas PE Firm Reg. #F-20017
www.GaugeEngineering.com
Houston, TX 77079
11750 Katy Freeway, Suite 400
STREET LIGHTING & SIDEWALKS
SHADOW CREEK PKWY LANDSCAPING,
TR1905
Project Location Map
SCALE: NTS
N
E
S
W
SCALE IN FEET
0'50'100'
EXHIBIT A
MULTIPLE USE AGREEMENT
SAM HOUSTON TOLL WAY
PROJECT LOCATION
BRIDGES
PEDESTRIAN
MCHARD ROAD
BROADWAY ST
PKWY
SHADOW CREEK
KINGSLEY
DR.
KIRB
Y
DR.
ALMEDA
RD.
N
RELIEF CHANNEL
CLEAR CREEK
FM 22
3
4
TXD
O
T ROW
TXD
O
T ROW
EXISTING FM 2234 BRIDGE
| CHANNEL
PROP TRAIL OUTSIDE TXDOT ROW
PROP TRAIL OUTSIDE TXDOT ROW
| FM 2234
PROP TRAIL OUTSIDE TXDOT ROW
29°34'38.3"N 95°24'35.5"W
29°34'36.8"N 95°24'35.3"W
29°34'38.4"N 95°24'32.1"W
EXIST TRAIL
29°34'36.8"N 95°24'32.5"W
PROP PEDESTRIAN BRIDGEPROP PEDESTRIAN BRIDGE
PROP TRAIL
PROP TRAIL
PROP TRAIL
PROP TRAIL
Resolution No. R2026-72 Exhibit A
SHEET 7 OF 12
R
R
R
R
R
R
R
RR
R
R
±16.01'
clearance
II
±19.31'
clearance
//
3" pvc (typ.)
conc. walkway
guard rail
1" pvc pipe
10" tree
irrigation valve (6)
pressure release valve (2)
10" tree
10" tree
10" tree
hedge area
5" holly (2)
6" holly
6" holly
5" holly
erosion area
comm. box
- erosion
area -
erosion area
m
etal plate (typ
.)
joint (typ
.)
m
etal plate (typ
.)
guard rail
ped.
tele.
meter
elec.
erosion area
erosion area
erosion area
CTMS bo
x
reflector sign
clear crkrelie sign
joint (typ
.)
50 mph sign
speed limit
- brush area -
box
AT&T
myrtle
11" c.
myrtle
11" c.
myrtle
10" c.
edge of water
edg
e of water
toe
erosion area
#22
control point
#21
control point
#20
control point
#19
control point
±20.81'
clearance
sprinkler hea
d
sprink
ler hea
d
speed lim
it sign
grate inlet
conc. sidewalk
conc. drwy.
sprink
ler head (2)
3" oak w/m
ulch
sprink
ler hea
d (2)
3" oak w/m
ulch
planter
planter
planter
m
anho
le
sprink
ler head (2)
3" oak w/m
ulch
irrigation
control valve (3)
sprink
ler head (2)
3" oak w/m
ulch
sprink
ler head (2)
3" oak w/m
ulch
ligh
t w/base
sprink
ler head (2)
3" oak w/m
ulch
irrigation
con
trol valve
planter
3" oak w/m
ulch
fnd 5/8" i.r.
3" oak w/m
ulch
irrigation
con
trol valve
sprink
ler hea
d
light po
le w/base
pressure relea
se valve
water vault w/base
water m
eter (4)
3" oak w/m
ulch
sprink
ler head (2)
sprinkler hea
d (2)
irrigation
con
trol valve
irrigation
con
trol valve
m
etal post (3)
3" oak w/m
ulch
sprink
ler head (3)
po
wr pole w/2 riser
do
wn gu
y
bu
sh row w/plater
At&t m
arker
At&t bo
x
powr po
le w/riser
reflec
tor sign
clea
r crkrelie sign
30" cmp
30" cmp
48" rcp stm.
exist. 42" rcp stm.exist. 42" rcp stm.exist. 30" rcp stm.exist. 30" rcp stm.
exist. 30" rcp stm.
exist. 12" cpp stm.
exist. 42" san.
exist. 42" rcp stm.
exist. 30" rcp stm.
exist. 42" san.
exist.
12" cpp
stm
.
LOT 1
line
exist. water service
exist. 20" water
(app
rox
. loca
tion
)
exist.
water line,
size
un
k
n
own
(approx. location)
buried cable
AT&T TEXAS/SWBT
(approx. location)
buried cable (4)
AT&T TEXAS/SWBT
(approx. location)
buried cable
AT&T TEXAS/SWBT
(app
rox
.
location
)
bu
ried ca
ble
AT&T TEXA
S/SWBT
(approx. location)
ug buried cable (2)
AT&T TEXAS/SWBT
(app
rox
. loca
tion
)
bu
ried ca
ble
AT&T TE
XA
S/SWBT
6" ip pla gas main
CenterPoint Energy
6" ip pla gas main
CenterPoint Energy
(approx. location)
ug buried cable
COMCAST
(approx. location)
buried cable (4)
AT&T TEXAS/SWBT
(approx. location)
buried cable (4)
AT&T TEXAS/SWBT
~
(approx. location
)
bu
ried ca
ble
AT&T TE
XA
S/SWBT
CATV bo
x
exist. 12" cpp stm.
48" stm.30" rcp
exist. 42" san.
5" holly (3)
planter
sprinkler head
dirt pile
found 5/8" i.r.
stm. manhole
sign
guard rail
wood post (typ.)
stm. manhole
AT&T manhole
AT&T mark
power pole w/trans.
down guy
san. manhole
borehole
4" oak
5" oak
MARCH 10, 2005
(EXHIBIT "N", PART TWO)
B.C.C.F. NO. 2005027771
DISTRICT NO. 1
BRAZORIA COUNTY MUNICIPAL
UTILITY DISTRICT NO. 26 &
BRAZORIA COUNTY MUNICIPAL
CALLED 8.382 ACRES
(B.C.C.F. NO. 2008004646)
2.5 ELECTRIC EASEMENT
(B.C.C.F. NO. 2008004646)
10' SIDEWALK EASEMENT
(B.C.C.F. NO. 00-002507)
25' WATER & SEWER EASEMENT
B.C.C.F. NO. 00-002511
25' WATER & SEWER EASEMENT
B.C.C.F.
NO
.
20
1
40
34
7
8
1
10
' WATE
R LINE EASEMENT
DWN.DESCRIPTIONMK.DATE CHK.
Job No.:
Date:
Dwn By:
Chkd By:
Scale:
HORZ:1"=
VERT :1"=
CAD FILE:
SHEET
OF
EXIST EDGE OF PAVEMENT
City Of Pearland, Texas
7/31/2025
SS
MG
SCALE IN FEET
0'25'50'
Pen Table:
Plot Driver:
P:\
City of Pea
rland
\10
99 - Shado
w Cree
k\4-0-Prod
u
ction
-W
orking
\4-1-CAD
\Resou
rce\Plot Files\SHA
D
O
W
CR
EE
K.pltcfg
SHADO
W
CR
.tbl
shayan.sharifian
8:42
:59
AM
7/31
/20
2
5
Plott
ed on
:
Design
Fil
ename: P:\Cit
y of Pea
rland
\109
9
- Shado
w Cree
k\4-0-Prod
u
ction-Working
\4-1-CAD
\Roadway\SHAD
O
W CR
EEK PKWY-07.dg
n
PROPOSED PEDESTRIAN BRIDGE
PROPOSED SIDEWALK
PROPOSED 8" THICK SIDEWALK
Texas PE Firm Reg. #F-20017
www.GaugeEngineering.com
Houston, TX 77079
11750 Katy Freeway, Suite 400
STREET LIGHTING & SIDEWALKS
SHADOW CREEK PKWY LANDSCAPING,
TR1905
125563
DAVID G. GREANEY
DETAILS ON HOW TO PROCEED.
OF PEARLAND URBAN FORESTOR FOR
EXCAVATION,COORDINATE WITH CITY
DIAMETER ARE ENCOUNTERED DURING
7.EXIST TREE, IF ROOTS OVER 1"
IF DIFFERENT.
6.MAINTAIN ADA SLOPE AT DRIVEWAYS
INFORMATION.
5.SEE LANDSCAPING PLANS FOR MORE
MORE INFORMATION.
4.REFER TO TYPICAL SECTION FOR
PRIOR TO FORM WORK. NO SEPARATE PAY.
OR ENGINEER OF ANY PLAN DEVIATIONS
CONSTRUCTION ACTIVITIES. NOTIFY CM
ENGINEER PRIOR TO COMMENCING
AND CONFIRM LOCATIONS WITH CM OR
OF PROPOSED SIDEWALKS AND CULVERTS
3.CONTRACTOR TO FIELD LAYOUT EDGES
EASEMENT TO DITCH.
OVER SIDEWALK FROM
2.MAINTAIN POSITIVE DRAINAGE
FROM DRIVEWAY.
BEGIN SLOPE TRANSITION 3 FEET
SLOPED AWAY FROM EXISTING DITCH,
DRIVEWAY SLOPE. IF DRIVEWAY IS
1.PROP SIDEWALKS TO MATCH EXISTING
NOTES:
LEGENDLEGENDLEGENDLEGEND
MATCHLINE STA 81
+00
37
'
37
'
25
'
25
'
| SHADOW CREEK PKWY
N
PROP 6' SIDEWALK
TO GRADE
ADJUST MH
TO GRADE
ADJUST MH
STA 78+25.76, 60.48' RT
BEGIN PROP 10' SIDEWALK
END PEDESTRIAN BRIDGE
STA 78+33.33, 61.08' LT
BEGIN PROP 10' SIDEWALK
END PEDESTRIAN BRIDGE
STA 76+53.44, 61.45' RT
BEGIN PEDESTRIAN BRIDGE
END PROP 10' SIDEWALK
MATCH EXISTING SIDEWALK
STA 79+40.55, 93.16' LT
END PROP 10' SIDEWALK
RELOCATE SIGN BEHIND SIDEWALK
EXCAVATION
PIPELINE PRIOR TO
FIELD LOCATE 6" GAS
TO EXCAVATION
COMCAST CABLE PRIOR
FIELD LOCATE BURIED
TO EXCAVATION
COMCAST CABLE PRIOR
FIELD LOCATE BURIED
AND TRUNCATED DOMES
PROP WHEELCHAIR RAMP
STA 76+10.20, 83.89' LT
BEGIN PROP 5' SIDEWALK
REMOVE EXIST SIDEWALK
LOCATION 2 NORTH
SEE BRIDGE LAYOUT
PROP PEDESTRIAN BRIDGE
LOCATION 2 SOUTH
SEE BRIDGE LAYOUT
PROP PEDESTRIAN BRIDGE
SIDEWALK
PROP 10'
(BY OTHERS)
ADJUST AT&T BOX TO GRADE
EXIST 20" WATER LINE
STA 76+51.00, 60.20' LT
PEDESTRIAN BRIDGE
SIDEWALK BEGIN
END PROP 10'
FOR MORE INFORMATION
SEE HANDRAIL DETAILS
PROP 44 LF TY "E" HANDRAIL
FOR MORE INFORMATION
SEE HANDRAIL DETAILS
PROP 53 LF TY "E" HANDRAIL
FOR MORE INFORMATION
SEE HANDRAIL DETAILS
PROP 41 LF TY "E" HANDRAIL
EXIST ROW
DITCH
[ PROP
DITCH
[ EXIST
25'
MAX3:1
WATE
R/SAN
ITARY EASEMENT
SHLDR
MATCH EXISTING SIDEWALK
STA 75+75.30, 90.85' RT
END PROP 6' SIDEWALK
REMOVE 176 SF CONC SIDEWALK
MATCH EXISTING
STA 76+04.00, 91.22' RT
BEGIN PROP 6' SIDEWALK
[ PROP DITCH
RELOCATE SIGN BEHIND SIDEWALK
RELOCATE SIGN BEHIND SIDEWALK
MATCH EXISTING SIDEWALK
STA 79+00.46, 82.59'RT
END PROP 10' SIDEWALK
EXIST SIDEWALK
REMOVE 250 SF OF
WITH PROP TRIANGULAR SLIPBASE SYSTEM
RELOCATE AFTER WORK IS COMPLETED
REMOVE & SALVAGE EXIST SIGN AND
MATCH EXISTING SIDEWALK
STA 76+39.28, 123.30' LT
END PROP 6' SIDEWALK
STA 76+26.32, 90.43' LT
BEGIN PROP 6' SIDEWALK
REMOVE 316 SF OF EXIST SIDEWALK
PROP 6' SIDEWALK
BRIDGE SHEET FOR ADDITIONAL INFORMATION
SEE GRADING LAYOUT PROP PEDESTRIAN
MATCH EXISTING TRAIL
STA 76+51.65, 117.6' RT
END TR 1905 TRAIL
MATCH EXISTING SIDEWALK
STA 75+50.55, 90.67' RT
BEGIN PROP 6' SIDEWALK
INFORMATION
DETAILS FOR MORE
HANDRAIL SEE HANDRAIL
PROP 16 LF TY "E"
STA 76+13.80, 90.77' RT
STA 76+21.55, 86.15' RT
SEE PLANTING PLANS FOR MORE INFORMATION
IN MEDIAN FOR TREE PLANTING (TYP)
REMOVE AND DISPOSE OF 30" ROAD BASE
PROP GROUND
EXIST GROUND
EXIST GUARDRAIL
NTS
SIDEWALK
CONC
PROP 6"
[ PROP DITCH
FROM 3' SOD TO
FILL AND REGRADE
SELECT FILL
PROP 6"
SHADOW CREEK PKWY
EXIST ROW
EXIST ROW
DRN ESMT
2%
2%
16
'
12
.5'
REL
IEF CHA
N
N
EL
CLE
AR CR
EE
K
EASEMENT
A
A
WATER/SANITARY EASEMENT
STA 75+00 TO STA 87+00
SIDEWALK LAYOUT
WATER/SANITARY EASEMENT
EASEMENT
WATER/SANITARY
[ DITCH [ DITCH
10'
SECTION A-A
SOD
3'
2%2%
75+00 76+00 77+00 78+00 79+00 80+00 81+00
28
204
7/31/2025
205
Resolution No. R2026-72 Exhibit B
SHEET 1 OF 1
PROPOSED MAJOR CONTOUR (2-FT)
PROPOSED MINOR CONTOUR (1-FT)
EXIST EDGE OF PAVEMENT
PROPOSED PEDESTRIAN BRIDGE
PROPOSED 8" THICK SIDEWALK
PROPOSED 6" SIDEWALK
LEGEND
58
58
60
62
62
58
60
62
62
62
62
62
58
58 60 6262
56
58
58
60 60
62
II
//
//
II
//
74+00 75+00 76+00 77+00 78+00 79+00 80+00
DWN.DESCRIPTIONMK.DATE CHK.
Job No.:
Date:
Dwn By:
Chkd By:
Scale:
HORZ:1"=
VERT :1"=
CAD FILE:
SHEET
OF
City Of Pearland, Texas
7/31/2025
SS
MG
SCALE IN FEET
0'25'50'
Pen Table:
Plot Driver:
P:\City of Pearland\1099 - Shadow Creek\4-0-Production-W
orking\4-1-CAD\Resource\Plot Files\SHADO
W
CREEK.pltcfg
SHADO
W
CR.tbl
shayan.sharifian
9:26:31 AM
7/31/2025
Plotted on:
Design Filename: P:\City of Pearland\1099 - Shadow Creek\4-0-Production-Working\4-1-CAD\Roadway\SHADOW CREEK PKWY-GRADING PLAN-01.dgn
Texas PE Firm Reg. #F-20017
www.GaugeEngineering.com
Houston, TX 77079
11750 Katy Freeway, Suite 400
STREET LIGHTING & SIDEWALKS
SHADOW CREEK PKWY LANDSCAPING,
TR1905
125563
DAVID G. GREANEY
N
| SHADOW CREEK PKWY
8' RAMP @ 8.33%
STA 76+32.50, 86.52' LT
DRAINAGE
ENSURE POSITIVE
MATCH NG AT 3:1
[ PROP DITCH
56.28'LT, EL 61.80
STA 78+73.25
SIDEWALK TO DRIVEWAY
REGRADE AREA FROM EDGE OF PROP
STA 76+34.63, 60.17' LT
STA 78+95.38, 59.58' RT
] = 55.90
[ PROP DITCH
] = 54.68
STA 76+41.55, 85.19' RT
BEGIN PROP 10' SIDEWALK
END PROP 6' SIDEWALK
] = 57.57
] = 57.61
11'
R
STA 79+37.88 62.43' LT
POSITIVE DRAINAGE IN THIS AREA
CONTRACTOR TO ESTABLISH
ADJUST MH TO GRADE
POSITIVE DRAINAGE IN THIS AREA
CONTRACTOR TO ESTABLISH
ADJUST MH TO GRADE
BEGIN GRADING AT EOP
56.58'LT, EL 61.65
STA 78+35.49,
ELEV=61.57'
STA 76+46.55, 85.19'RT
PROP LANDING
BEGIN GRADING AT EOP
ELEV=60.08'
STA 76+25.59, 87.70' LT
PROP LANDING
FL=50.22'
TG=58.30'
STA 76+17.50, 71.50' LT
PROP TYP "A" INLET
PROP RAMP
PROP RAMP @ 8.33%
PROP 8' WIDE RAMP @ 8.33%
PROP CLAY FILL (TYP)
SHADOW CREEK PKWY
EXIST ROW
EXIST ROW
EXIST ROW
EXIST ROW
PROPOSED PEDESTRIAN BRIDGE
GRADING LAYOUT
[ DITCH
[ DITCH
RELIEF DITCH
CLEAR CREEK
1'R
9'R
10'
R
3:1
PROP [ DITCH
20'
R
3:1
30'R
8'
R
3:1
3:1
3:1
3:1
8.33%
8.33%
10'
10'
10'
8.33%
10'
6'
6'
3.37%
3.10%
8.33%
3:1
34
204
7/31/2025
205
77+00 78+00
10
20
30
40
50
60
70
80
90
10
20
30
40
50
60
70
80
90
78+0077+00
17+00
BRIDGE LAYOUT
47
CHARLES
D. GOODEN
CONSULTING
ENGINEERS, INC.
(713) 660-6905
HOUSTON, TEXAS 77051
2320 HOLMES RD.,STE. A
TBPE FIRM REGISTRATION NO. F-4176
186
LOCATION 2 NORTH
OVERALL LENGTH OF BRIDGE = 180.33'
L
RAIL FOR PAYMENT
END OF BRIDGE
RAIL FOR PAYMENT
H5 LOADING
WSEL=57.54
50 YR.
WSEL=56.98
10 YR.
WSEL=57.83
100 YR.
RR8RR8
(TYP)
WINGWALL
PROPOSED
END OF BRIDGE
& C OF PGL
TOP OF CONC DECK
180.00' PREFABRICATED STEEL TRUSS
EXISTING ROW
DITCH TOE
EXISTING ROW
DITCH TOB
2
10' SIDEWALK
PROPOSED
1
10' SIDEWALK
PROPOSED
(TYP)
WINGWALL
PROPOSED
RUB RAIL TYP)
SAFETY RAIL WITH
60.3 TONS/DS
DR SH x 38'
2-30" DIA
60.3 TONS/DS
DR SH x 38'
2-30" DIA
4:1 4:1
RIP RAP
5" RR8
EXIST CHANNEL
RIP RAP
5" RR8
EL=60.15
LOW CHORD
L
6"
N.T.S.
BRIDGE
STEEL PEDESTRIAN
WEATHERING
PREFABRICATED
0.50%0.50%
TYPICAL TRANSVERSE SECTION
C BRIDGE
& PGL
6" MIN CONC DECK
(VERIFY)
5'-0"5'-0"
10'-0"
3'-
0"
7'-
7"
PI 17+06.86
PI 5+60.85
EL=63.15
STA 76+51.12
ABUT 1 BKWL
FRONT FACE OF
BEGIN BRIDGE
4:1 4:1
EL=63.15
STA 78+31.45
ABUT 2 BKWL
FRONT FACE OF
END BRIDGE
(TYP)
WING WALL
PROPOSED
L
& PGL
C BRIDGE
SAFETY RAIL
SAFETY RAIL
EXIST EDGE OF RDWY PAVEMENT
(TYP)
WING WALL
PROPOSED
EXP JOINT
N
0'
1"=20'
10'20'
10' SIDEWALK
PROPOSED
B-3
10' SIDEWALK
PROPOSED
C
REL
IEF CHA
N
NEL
CLE
AR CREEK
L EXISTNG
CHA
N
N
EL
RIP RAP
5" RR8
RIP RAP
5" RR8
10
'-
7"
R
R
san mh
top 58.30
rusted
can not open
con
c. walkway
tele.
ped.
elec.
meter
erosion area
erosion area
erosion area
30" willow
reflector sign
clear crkrelie sign
30" cmp
48" rcp stm.48" cmp
exist. 42" san.
AT&T TEXAS/SWBT
buried cable
(approx. location)
CenterPoint Energy
6" ip pla gas main
stm mh
top 56.55
48" e-fl 50.20
48" w-fl 50.15
exist. 42" san.
clearance
±16.01'
clearance
±19.31'
control point
#20
clearance
±20.81'
BRIDGE REACTIONS
P (LBS)H (LBS)L (LBS)
UNIFORM LIVE LOAD
VEHICLE LOAD
WIND UPLIFT 20 PSF
1
1
1
"L" - LONGITUDINAL LOAD EACH BASE PLATE (4)
"H" - HORIZONTAL LOAD EACH FOOTING (2)
"P" - VERTICAL LOAD EACH BASE PLATE (4)
INCLUDES WEIGHT OF CONCRETE DECK
5,000
WIND
DEAD LOAD
THERMAL
55,000
40,500
56,060 91,400
8,250
stm mh
top 55.67
30" e-fl 50.64
30" w-fl 50.50
SHADOW CREEK PKWY
WSEL=58.52
500 YR.
~
JOINT
EXP
2'(TYP)
7'
(TYP)
2'7'
6'6'
12
'-
0"
OV
ERALL
10
'-
0"
0.50
%
6'-
0"
6'-
0"
BELOW
RETAINING WALL
BELOW
CONC RAMP
EL=63.15
STA 76+51.12, 60' LT
ABUT 1 BKWL
FRONT FACE OF
BEGIN BRIDGE
EL=63.15
STA 78+31.45, 60' LT
ABUT 2 BKWL
FRONT FACE OF
END BRIDGE
IN THIS AREA)
TO DRAIN (SOD
GRADE. SLOPE
FINISHED
IN THIS AREA)
TO DRAIN (SOD
GRADE. SLOPE
FINISHED
@ ABUT
3'-
6"
1"=20'
1"=20'
SEE SHT 54
WALL BY OTHERS
PROP RETAINING
BY OTHERS
PROP CONC RAMP
ELEVATION
PLAN
ELEVATION Job No.:
Date:
Dwn By:
Chkd By:
Scale:
HORZ:
VERT :
CAD FILE:
SHEET
OF
City Of Pearland, Texas
Texas PE Firm Reg. #F-20017
www.GaugeEngineering.com
Houston, TX 77079
17500 Katy Freeway, Suite 400
STREET LIGHTING & SIDEWALKS
SHADOW CREEK PKWY LANDSCAPING,
TR1905
NC
JH
DWN.DESCRIPTIONMK.DATE CHK.
06/29/2023
PROFESS O AL
NGINEER
E
STATE OF TEXAS
N
LICENSED
06/29/23
ALEXANDER CHIAGHANAM
59649
49
174
OMIT RETAINING WALL
FROM DESIGN.
SEE GRADING LAYOUT FOR
ADDITIONAL INFORMATION.
REFER TO SIDEWALK
LAYOUT SHEETS FOR
UPDATED SIDEWALK
GEOMETRY.
201
1 DESIGN NOTES 6/20/25 DG DG
1
204
52
205
77+00 78+00
10
20
30
40
50
60
70
80
90
10
20
30
40
50
60
70
80
90
78+0077+00
BRIDGE LAYOUT
48
CHARLES
D. GOODEN
CONSULTING
ENGINEERS, INC.
(713) 660-6905
HOUSTON, TEXAS 77051
2320 HOLMES RD.,STE. A
TBPE FIRM REGISTRATION NO. F-4176
186
N
3.75:1
RR8
LOCATION 2 SOUTH
0'
1"=20'
10'20'
SHADOW CREEK PKWY
OVERALL LENGTH OF BRIDGE = 170.33'
L& C OF PGL
TOP OF CONC DECK (TRAIL)
10' SIDEWALK
PROPOSED
10' SIDEWALK
PROPOSED
RAIL FOR PAYMENT
END OF BRIDGE
RAIL FOR PAYMENT
H5 LOADING
1 2
WSEL=57.56
50 YR.
WSEL=57.85
100 YR.
EXIST CHANNEL
(TYP)
WING WALL
PROPOSED
(TYP)
WINGWALL
PROPOSED
170.00' PREFABRICATED STEEL TRUSS
END OF BRIDGE
RUB RAIL TYP)
SAFETY RAIL WITH
51.2 TONS/DS
DR SH x 35'
2-30" DIA
51.2 TONS/DS
DR SH x 35'
2-30" DIA
EL=60.15
LOW CHORD
RIP RAP
5" RR8
RIP RAP
5" RR8
4:1
WSEL=56.99
10 YR.
EL=62.98
STA 76+53.24
ABUT 1 BKWL
FRONT FACE OF
BEGIN BRIDGE
EL=62.98
STA 78+23.57
ABUT 2 BKWL
FRONT FACE OF
END BRIDGE
4:1
SAFETY RAIL
SAFETY RAIL
L
& PGL
C BRIDGE
EXIST EDGE OF RDWY PAVEMENT
10' SIDEWALK
PROPOSED
10' SIDEWALK
PROPOSED
EXISTING ROW
EXP JOINT
EXISTING ROW
0.50
%
OV
ERALL
12
'-
0"
10
'-
0"
6'-
0"
6'-
0"
RR8RR8
CREL
IEF CHA
N
N
EL
CLE
AR CR
EE
K
L EXISTNG
CHA
N
N
EL
B-4
4:1 4:1
RIP RAP
5" RR8
RIP RAP
5" RR8
WSEL=58.58
500 YR.
~
7'
2'
(TYP)
2'7'
6'
BELOW
CONC RAMP
BELOW
RETAINING WALL
IN THIS AREA)
TO DRAIN (SOD
GRADE. SLOPE
FINISHED
EL=62.98
STA 76+53.24, 61' RT
ABUT 1 BKWL
FRONT FACE OF
BEGIN BRIDGE
EL=62.98
STA 78+23.57, 61' RT
ABUT 2 BKWL
FRONT FACE OF
END BRIDGE
IN THIS AREA)
TO DRAIN (SOD
GRADE. SLOPE
FINISHED
6'-
8"
N.T.S.
TYPICAL TRANSVERSE SECTION
1"=20'
1"=20'
BRIDGE
STEEL PEDESTRIAN
WEATHERING
PREFABRICATED
2'-
10
"
6" MIN CONC DECK
@ ABUT
3'-
4 1/2"
0.50%
& PGL
C BRIDGEL
0.50%
7'-
0"
6"
9'-
10
"
(VERIFY)
5'-0"
10'-0"
5'-0"
SEE SHT 54
WALL BY OTHERS
PROP RETAINING
BY OTHERS
PROP CONC RAMP
R
erosion area
comm. box
-
erosion area -
erosion area
joint (typ
.)
speed limit
50 mph sign
- brush area -
AT&T
box
erosion area
48" cmp
30" cmp
stm mh
top 57.83
48" e-fl 50.10
42" w-fl 50.20
exist. 20" water
stm mh
top 55.87
30" e-fl 50.42
30" w-fl 50.36
ELEVATION
PLAN
ELEVATION Job No.:
Date:
Dwn By:
Chkd By:
Scale:
HORZ:
VERT :
CAD FILE:
SHEET
OF
City Of Pearland, Texas
Texas PE Firm Reg. #F-20017
www.GaugeEngineering.com
Houston, TX 77079
17500 Katy Freeway, Suite 400
STREET LIGHTING & SIDEWALKS
SHADOW CREEK PKWY LANDSCAPING,
TR1905
NC
JH
DWN.DESCRIPTIONMK.DATE CHK.
06/29/2023
PROFESS O AL
NGINEER
E
STATE OF TEXAS
N
LICENSED
06/29/23
ALEXANDER CHIAGHANAM
59649
BRIDGE REACTIONS
P (LBS)H (LBS)L (LBS)
DEAD LOAD
UNIFORM LIVE LOAD
VEHICLE LOAD
WIND UPLIFT 20 PSF
WIND
THERMAL
1
1
1
"L" - LONGITUDINAL LOAD EACH BASE PLATE (4)
"H" - HORIZONTAL LOAD EACH FOOTING (2)
"P" - VERTICAL LOAD EACH BASE PLATE (4)
INCLUDES WEIGHT OF CONCRETE DECK
50,150
38,250
5,000
30,475 51,820
7,525
50
174201204
53
205