HomeMy WebLinkAboutTxDot PermitPermit to Construct Access Driveway Facilities
,°epTMa on Highway Right of Way
Form 1058
(Rev. 11/10)
Page 1 of 2
PERMIT NUMBER:
GPS" ROADWAY
REQUESTOR LATITUDE, LONGITUDE HWY NAME I FM 2818
FOR TxDOT'S USE
CONTROL
NAME SF Business Investments SECTION
MAILING ADDRESS 2606 South College Ave.
CITY, STATE, ZIP Bryan, TX 77802
PHONE NUMBER 979-739-0567
*GLOBAL POSITIONING SYSTEM COORDINATES AT INTERSECTION OF DRIVEWAY CENTERLINE WITH ABUTTING ROADWAY
The Texas Department of Transportation, hereinafter called the State, hereby authorizes SF Business Investments
hereinafter called the Permittee, to ® construct / ❑ reconstruct a Commercial (residential, convenience
store, retail mall, farm, etc.) access driveway on the highway right of way abutting highway number 2818 in Brazos
County, located at 1451 Harvey Mitchell Pkwy, College Station, TX
USE ADDITIONAL SHEETS AS NEEDED
Subject to the Access Driveway Policy described on page 2 and the following:
1. The undersigned hereby agrees to comply with the terms and conditions set forth in this permit for construction and maintenance
of an access driveway on the state highway right of way. c Nr, : N )' , - 1 j '
2. Design of facilities shall be as follows and/or as shown on sketch on page 2 and is subject toC}Qndj4— s state tow:
t.
JUL 0 20 13
All construction of materials shall be subject to inspection and approval by the State.
3. Maintenance of facilities constructed hereunder shall be the responsibility of the Permittee, and the State reserves the right to
require any changes, maintenance or repairs as may be necessary to provide protection of life or property on or adjacent to the
highway. Changes in design will be made only with approval of the State.
4. The Permittee shall hold harmless the State and its duly appointed agents and employees against any action for personal injury or
property damage sustained by reason of the exercise of this permit.
5. Except for regulatory and guide signs at county roads and city streets, the Permittee shall not erect any sign on or extending over
any portion of the highway right of way, and vehicle service fixtures such as fuel pumps, vendor stands, or tanks and shall be
located at least 12 feet from the right of way line to ensure that any vehicle services from these fixtures will be off the highway right
of way.
6. The State reserves the right to require a new access driveway permit in the event of a material change in land use or change in
driveway traffic volume or vehicle types.
7. This permit will become null and void if the above -referenced driveway facilities are not constructed within six (6) months from the
issuance date of this permit. A r
8. The Permittee will contact the State's representative M41 1 f 4 00 dcra �*,7 t ,
telephone, (A19 ) 749 9cGIv , at least twenty-four (24) hours prior to begming the work authorized by its permit.
9. The requesting Permittee will be provided instructions on the appeal process if this permit request is denied by the State.
Date of Issuance tate-11,Athorized Representative
The undersigned hereby agrees to comply with the terms and conditions set forth in this i or const ctio and maintenance of an
access driveway on the highway right of way.
Date: April 30, 2013 Signed:
roperty owner or owner representative)
Form 1058 (Rev. 05/13)
Page 2 of 2
Access Driveway Policy
Title 43 Texas Administrative Code (Transportation), Chapter 11 (Design), Subchapter C (Access Connections To State Highways) and the
"Access Management Manual" establish policy for the granting of access and the design, materials, and construction of driveways connecting to
state highways. All driveway facilities must follow this policy.
TxDOT Driveway Permit Request Contact
For a local contact for your TxDOT Driveway Permit Request visit: http://www.txdot.gov/inside-txdot/district.htmi. You can click on the section
of the map closest to your location to find the local TxDOT office. You can also click on the drop down box below the map to find the district
for your county.
Sketch of Installation
(Use additional sheets as needed)
FM2818
Exxon (aD- Holleman
Access Driveway
+ 4' Shoulder Addition
+ Raised Median Extention
+ Drainage Flume from Detention Pond
-: See Attached Provisions (Important) :-
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July 31, 2013
RE: FM2818 (North ROW)
At Holleman Dr., (+/-300' East of Intersection)
Exxon Holleman
College Station, Texas
Access Driveway 40' Wide (25'R) w/ 24"x 70' RCP + 6:1 SETS
+ 4' Wide Shoulder (+/- 260')
+ Raised Concrete Median (+/- 490')
+ Detention Drainage Flume (4'wide) and End Treatment
GENERAL SPECIAL PROVISIONS (Access Driveway Permit):
1) Traffic Control plan is required per TMUTCD prior to start of construction work in the FM2818 right-of-
ways.
2) Areas within ROW disturbed by construction shall be restored to equal or better conditions than existing
prior to construction.
3) Contractor shall be responsible for locating all utilities within the right-of-way construction site. Contacts
with local utility companies and utility locators are required.
4) Any lane closure will be allowed between 8:30 AM and 4:30 PM only. Qualified flagmen will be required.
5) Construction for connecting concrete driveway shall be as indicated for City of College Station Commercial
Driveways & Plan Details (See Attached).
6) Curb & Gutter Construction shall be in accordance with City of College Station Standard Details &
Specifications. (See Attached)
7) Median Construction with Pavement Markings, Striping, etc. shall be as per plan details.
8) Access Driveway shall be a right -in, right -out only.
9) SETs (6:1) shall be required for ends of access driveway pipe (See attached).
10) No undercutting of existing asphalt pavement will be allowed. Existing pavement on FM2818 @ the
entrance site shall be removed by neat cutting as indicated.
11) Pavement surfaces shall be kept clear of mud, debris, etc.
12) Contractor shall notify Jeffrey Holland Brazos Maintenance (979-778-8054) for handling of any roadway
signs in conflict with access driveway.
13) All signs installed by the Contractor in the ROW shall have breakaway bases as per TxDOT Standard
Details.
14) Ditches upstream & downstream at access driveway shall be graded to drain.
15) Erosion controls shall be installed as required.
16) Contractor shall contact Jeffrey Holland at 979-778-8054 or Jeffrey.Holland(cDTxDOT.gov, 48 hours
prior to starting work.
NOTE:
1) Pavement Structure for the shoulder should be per plans. (VIZ:
2" Ty C hot mix
61/2" Ty B hot mix
One Course Surface Treatment
6" flex base Ty D Gr 2
2) Removal of existing pavement markings shall comply with TxDOT Specifications.
3) Detention Drainage Flume to be built per plans with an end treatment for scour protection.
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Outfall and Weir
Structures
A Engineering — PO Box 5192 — Bryan, Texas 77805 —Telephone (979) 739-0567 — Fax (979) 774-5025 — Page 53
Culvert Report
Hydraflow Express Extension for Autodesk® AutoCADO Civil 3D0 by Autodesk, Inc. Wednesday, Jun 12 2013
12 inch PVC Outfall
Invert Elev Dn (ft)
= 321.04
Calculations
Pipe Length (ft)
= 50.00
Qmin (cfs)
= 6.44
Slope (%)
= 0.50
Qmax (cfs)
= 6.44
Invert Elev Up (ft)
= 321.29
Tailwater Elev (ft)
= (dc+D)/2
Rise (in)
= 12.0
Shape
= Circular
Highlighted
Span (in)
= 12.0
Qtotal (cfs)
= 6.44
No. Barrels
= 1
Qpipe (cfs)
= 6.44
n -Value
= 0.009
Qovertop (cfs)
= 0.00
Culvert Type
= Circular Culvert
Veloc Dn (ft/s)
= 8.23
Culvert Entrance
= Smooth tapered inlet throat
Veloc Up (ft/s)
= 8.20
Coeff. K,M,c,Y,k
= 0.534, 0.555, 0.0196, 0.9, 0.2
HGL Dn (ft)
= 322.02
HGL Up (ft)
= 322.78
Embankment
Hw Elev (ft)
= 323.51
Top Elevation (ft)
= 324.50
Hw/D (ft)
= 2.22
Top Width (ft)
= 5.00
Flow Regime
= Inlet Control
Crest Width (ft)
= 5.00
Elev (ft)
325.00
324.00
323.00
322.00
32LOD
320.00
0
12 inch PVC Outfall
Hw Depth (ft)
3.71
2.71
1.71
0.71
-029
-1.29
65 70
Peach (ft;
5 10 15 20 25 30 35 40 45 50 55 &0
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Driveway Culvert
A Engineering — PO Box 5192— Bryan, Texas 77805— Telephone (979) 739-0567— Fax (979) 774-5025— Page 59
ME!
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Hydrology Report
Hydraflow Express Extension for Autodesk® AutoCAD® Civil 3D® by Autodesk, Inc.
Friday, Jun 14 2013
Driveway Culvert Peak Flow
Hydrograph type = Rational
Peak discharge (cfs)
= 13.19
Storm frequency (yrs) = 100
Time interval (min)
= 1
Drainage area (ac) = 2.430
Runoff coeff. (C)
= 0.54
Rainfall Inten (in/hr) = 10.053
Tc by User (min)
= 14
OF Curve = SampleExpress.IDF
Rec limb factor
= 1.00
Q (cfs)
14.00
12.00
10.00
8.00
6.00
4.00
2.00
0 00
—/—
Runoff Hydrograph
100 -yr frequency
Hydrograph Volume = 11,081 (cuft); 0.254 (acft)
Q (cfs)
14.00
12.00
10.00
8.00
6.00
4.00
2.00
0.00
0 5 10 15 20 25 30
Time (min)
Runoff Hyd - Qp = 13.19 (cfs)
Culvert Report
Hydraflow Express Extension for Autodesk@ AutoCADO Civil 3DO by Autodesk, Inc. Friday, Jun 14 2013
FM 2818 Driveway Culvert: Q100 Flow
Invert Elev Dn (ft)
= 318.03
Calculations
Pipe Length (ft)
= 69.00
Qmin (cfs)
= 13.19
Slope (%)
= 0.43
Qmax (cfs)
= 13.19
Invert Elev Up (ft)
= 318.33
Tailwater Elev (ft)
= (dc+D)/2
Rise (in)
= 24.0
Shape
= Circular
Highlighted
Span (in)
= 24.0
Qtotal (cfs)
= 13.19
No. Barrels
= 1
Qpipe (cfs)
= 13.19
n -Value
= 0.012
Qovertop (cfs)
= 0.00
Culvert Type
= Circular Concrete
Veloc Dn (ft/s)
= 4.75
Culvert Entrance
= Square edge w/headwall (C)
Veloc Up (ft/s)
= 6.07
Coeff. K,M,c,Y,k
= 0.0098, 2, 0.0398, 0.67, 0.5
HGL Dn (ft)
= 319.68
HGL Up (ft)
= 319.64
Embankment
Hw Elev (ft)
= 320.38
Top Elevation (ft)
= 321.00
Hw/D (ft)
= 1.02
Top Width (ft)
= 36.00
Flow Regime
= Inlet Control
Crest Width (ft)
= 72.00
Eley (ft)
322.00
321.00
320.00
319.00
318.00
317.00
0
FM 2315 Driveway Culvert: Q100 Flow
Hw Depth (ft)
3.67
2.67
1.67
0.67
-0.33
-1.33
5 10 15 20 25 30 35 40 46 50 55 60 65 70 75 80 85 90
- Circular Culvert HGL Embank Reach (ft)
Culvert Report
Hydraflow, Express Extension for Autodesk® AutoCAD® Civil 3D® by Autodesk, Inc. Friday, Jun 14 2013
FM 2818 Driveway Culvert: QMax Flow
Invert Elev Dn (ft)
= 318.03
Calculations
Pipe Length (ft)
= 69.00
Qmin (cfs)
= 18.29
Slope (%)
= 0.43
Qmax (cfs)
= 18.29
Invert Elev Up (ft)
= 318.33
Tailwater Elev (ft)
= (dc+D)/2
Rise (in)
= 24.0
Shape
= Circular
Highlighted
Span (in)
= 24.0
Qtotal (cfs)
= 18.29
No. Barrels
= 1
Qpipe (cfs)
= 18.24
n -Value
= 0.012
Qovertop (cfs)
= 0.05
Culvert Type
= Circular Concrete
Veloc Dn (ft/s)
= 6.21
Culvert Entrance
= Square edge w/headwall (C)
Veloc Up (ft/s)
= 7.04
Coeff. K,M,c,Y,k
= 0.0098, 2, 0.0398, 0.67, 0.5
HGL Dn (ft)
= 319.80
HGL Up (ft)
= 319.87
Embankment
Hw Elev (ft)
= 321.01
Top Elevation (ft)
= 321.00
Hw/D (ft)
= 1.34
Top Width (ft)
= 36.00
Flow Regime
= Inlet Control
Crest Width (ft)
= 72.00
Elev (ft)
322.00
321.00
320.00
319.00
318.00
317.00
FM 2818 Driveway Culvert: QMax Flow
Hw Depth (ft)
3.67
2.67
1.67
0.87
-0.33
-1.33
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90
Circular Culvert HGL Embank. Reach (ft)
rn
3
-o
c
0
X
w
c
0
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x
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s
Drainage1 �6P�.5 .,.. _,. ,° �."',.5•.. . .• ..�.��...'*.�..�4 _ . � �i I Summary: Traffic ControlPlan Notes:
D
•E•: 1. TXDOT traffic contra
:• :3 � 1 Ian TCP 2 1 and TCP 2
4a as needed, Detention Pod ,
../_ •. � i n Outfall: P ( ) ( ,
- s
•-•:° .• •' •y :N „ shall be followed for •s
- 5-1 I!j 12 PVC Outfall z5=4.65 CFS = Ilowe r tlu project.
1O �u , - Vze-6.04 FT/S
s , ... \.: M. •`, 4 Qeo 5.45 CFS Veo 7.01 FTS -1• I--1
I) Qioo=5.75 CFS Vioo=7.37 FT%S 2• The traffic control plan shall be in accordance with the -mr--_ GH5 ^
10.50' { Y AEI , - A AE AE AE A -- AE AE A Texas Manual Uniform Traffic Control Devices (TMUTCD)
- Proposed Detention - . QMax=8.57 CFS VFau=10.91 FT/S �� - - - - -
_ _ a'. Part VI, Construction.
-- .: