ESBD_497087_1776345334364_Texas Dorm Drainage C005 Phasing Plan Supplement.pdf
PDF 4 MB Posted
- Attached to
- Texan Village Drainage
- Solicitation number
- 07-25-0116
- Issued by
- Edwards County, Texline Town, Texas
About this file
This is a phasing plan supplement document for the Texan Village Storm Drainage Improvement project at Tarleton State University in Stephenville, Texas, prepared by Gessner Engineering. The project, procured through SSC Services for Education, involves designing and constructing stormwater drainage improvements to redirect water away from building foundations at Texan Village, including replacement of existing downspouts and installation of new storm drainage infrastructure. The work is divided into two phases as illustrated in the phasing plan, with Phase 1 and Phase 2 clearly delineated on the site plan. A pre-proposal meeting is scheduled for March 25, 2026, at 2:00 PM in Building #671, Campus Operation Room 129 at Tarleton State University. Proposals must be submitted by April 28, 2026, at 2:00 PM to SSC Service Solutions at 501 N Neblett, Stephenville, Texas 76401, with proposal opening at 2:30 PM the same day. The project is scheduled to begin June 1, 2026, with non-working dates established for July 31 through August 1 and August 14 through August 18. Contractors are required to submit pricing for Phase 1 and Phase 2 combined, Phase 1 only, or Phase 2 only, along with calendar days for substantial completion for each option.
Contractors must comply with prevailing wage requirements per Texas state law, OSHA standards, TCEQ stormwater pollution prevention plan requirements, and all applicable codes and regulations. VetHUB subcontracting participation is required with goals set at 0.50 percent for special trade construction contracts, and contractors must submit a VetHUB Subcontracting Plan with monthly VetHUB Progress Assessment Reports accompanying each pay application. All costs related to utility protection through Texas 811 coordination, irrigation system damage, asbestos discovery protocols, and daily site reporting for projects exceeding 14 days duration are the contractor's responsibility. Bid alternates for downspout work have been removed from the procurement; however, contractors may propose both precast and cast-in-place junction boxes and splash blocks. All line items across specified construction divisions must include pricing or the bid will be disqualified. No award value or budget range is disclosed in the available procurement documents. Technical questions should be addressed to A/E contact Chao Zhang, P.E., at Gessner Engineering, czhang@gessnereng.com or 979-431-0961.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| ESBD_497087_1773695257640_07-25-0116_Notice of Project_TAMU-Regions.docx | DOCX document | |
| 07-25-0116_Texan Villager Drainage _Addedum #01 Package_2026.04.13.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
O E
O E
O E
O E
O E
O E
O E
O E
ST
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
4ST
4ST
4ST
4ST
4ST
4ST
4ST
4ST
ADMIN. BUILDING
FFE = 1341.19 '
BUILDING 1
FFE = 1340.90'
BUILDING 2
FFE = 1339.26'
BUILDING 3
FFE = 1337.63'
BUILDING 4
FFE = 1340.19'
cococo
WWWWWWWWWWWWWWWST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
2G 2G
2G 2G
2G 2G 2G 2G 2G 2G
2G 2G
2G 2G
2G 2G
2G 2G
2G
2G
2G 2G
2G 2G
2G
2G 2G 2G 2G 2G 2G 2G 2G 2G 2G
2G
2G
2G
2G
2G
2G
2G
2G
2G
2G
UE UE UE UE UE UE
U E
U E
UE
U E
U E
U E
U E
UEUEUE
U E
UE UE UE UE UE
UE UE UE
U E
UE
UE
U E
U E
UEUEUEUE
U E
UE
UE
UE
UE
UE
UE
U E
U E
U E
U E
U E
U E
U E
UE UE UE
U E
U E
LP
LP
LP
W W W W W W
W
W
W W W W W W W W W W W W W W W W W W W
WWWWWWWWWWWWWWW
12W 12W 12W 12W 12W 12W 12W 12W 12W 12W 12W 12W 12W 12W
8W 8W 8W 8W 8W 8W
8W 8W
8W 8W
8W 8W
8W
8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W
W
W
W
W
W
W
W
W
W
W
12W
12W
6W 6W 6W
IR
R
IRR IRR
cococo co
SA
SA
SA
co co
SA
SA
SA
SA
SA
SA
co
T
T
T ww
LP
co co
LP
LP
LP
LP
co
GMGM
ww
PP
LP LP LP LP
PP
PP
LP
PP
PP
PP
PP
LP
LP
LP
LP
LP
LP
LP
FH
LP
T
GMGM
co
U E
U E
U E
U E
U E
UEUE
FO
FO
FOFO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
6SA 6SA 6SA 6SA 6SA 6SA 6SA 6SA 6SA 6SA 6SA 6SA 6SA 6SA 6SA 6SA 6SA 6SA 6SA 6SA 6SA 6SA 6SA 6SA 6SA 6SA 6SA 6SA 6SA 6SA 6SA 6SA 6SA 6SA 6SA 6SA 6SA 6SA 6SA 6SA 6SA 6SA 6SA 6SA 6SA
6SA
6SA
6SA
6SA
6SA
6SA
6SA
6SA
6SA
6SA
6SA
6SA 6SA 6SA 6SA 6SA 6SA
8S A
8S A
8S A
8SA 8SA 8SA 8SA 8SA 8SA 8SA 8SA 8SA
6SA
6SA
6SA
6SA
6SA
6SA
6SA
6SA
6SA
6SA
6SA
6SA
6SA
6SA
6SA
6SA
6SA
6SA
6SA
6SA
6SA
6SA
6SA 6SA
6S A
6SA
8W
8W
8W
8W
8W
EX. GAZEBO
PP
12ST
12ST
12ST
ST
8S T
6ST
10ST
8ST 8ST 8ST
8ST
10ST
6ST
ST
8S T
4S T
12ST 12ST
6ST
ST
ST
4ST
8S T
ST
6S T
8ST
ST
ST
6S T
4ST
W. FREY STREET
W. SHIRLEY STREET
N . R
O M
E A
VE
N . G
A R
FI
EL
D A
VE
PROJECT LOCATION
TA
R
LE
TO
N S
TA
TE
U N
IV
ER
SI
TY
TE
XA
N
V
IL
LA
G
E
ST
O R
M D
R A
IN
A
G E
IM
PR
O
VE
M
EN
T
W . S
H
IR
LE
Y
ST
ST
EP
H
EN
VI
LL
E, T
X
BMPROJECT BENCHMARK:
REF. SURVEY CONTROL SHEETS
CAUTION: CONTACT TEXAS 811 AND LOCAL UTILITY
PROVIDERS TO LOCATE EXISTING UTILITIES PRIOR TO
CONSTRUCTION.
CONTACT GESSNER ENGINEERING
IF CONFLICTS OCCUR.
ISSUE DATE:
PROJECT #:
DRAWN BY:
CHECKED BY:
REVISIONS
REV. DATE DESCRIPTION
www.gessnerengineering.com
FIRM REGISTRATION NUMBERS:
TBPE F-7451, TBPLS F-10193910
AW
CZ
02-27-2026
25-0803
PROPOSED 4" CONCRETE SIDEWALK
EXISTING BUILDING
SA
W
G
ST
T
UE
SA
LP
FO
ST
LP
FH
CWR
CWS
HWR
HWS
PAE
PUE
EXISTING PAVEMENT EDGE
PROPERTY LINE
EXISTING EASEMENT
PROPOSED EASEMENT
EXISTING CONTOURS
PROPOSED CONTOURS
EX. | PROP. STORM LINE
EX. WATER LINE
EX. PROP. SANITARY SEWER LINE
EXISTING THERMALS
EX. GAS LINE
EX. DATA/TELECOM
EX. UNDERGROUND ELECTRIC
EX. FIBER OPTIC
EX. OVERHEAD ELECTRIC
EX. | PROP. FIRE HYDRANT
EX. | PROP. WATER METER
EX. | PROP. GATE VALVE
EX. IRRIGATION CONTROL VALVE
EX. | PROP. SANITARY SEWER MANHOLE
EX. | PROP. SANITARY SEWER CLEANOUT
EX. STORM SEWER MANHOLE
PROP. STORM SEWER CURB INLET
EX. | PROP. LIGHT POLE
PROPOSED PUBLIC ACCESS EASEMENT
PROPOSED UTILITY EASEMENT
OE
co
ST
ST
LEGEND
EXISTING AC PAD
CORPORATE OFFICE
401 W 26TH STREET
BRYAN, TEXAS 77803
1-877-GESSNER (437-7637)
SCALE: 1"= 20'
20 40 60
PROPOSED 6" CONCRETE PAVEMENT
C005
PHASING PLAN
N
VICINITY MAP
NTS
PHASE 1
PHASE 2
ADDENDUM 011
AutoCAD SHX Text L
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text P
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text L
AutoCAD SHX Text D
AutoCAD SHX Text I
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text X
AutoCAD SHX Text E
AutoCAD SHX Text A
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text 154376
AutoCAD SHX Text
CHAOLIANG ZHANG
| Sheets and Views |
| C005 PHASING PLAN |
File details come from the government source that posted it. Updated .