20-016 Civil Construction Set 2026.03.16.pdf
PDF 32 MB Posted
- Solicitation number
- 26002818
- Issued by
- Mason County, Texas
About this file
This is a civil construction plan set for the Midland International Air & Space Port Beautification Project in Midland, Texas, prepared by Maverick Engineering and coordinated with Nieman Engineering and BSA Consulting Engineers. The project encompasses the design and construction of two monument sign structures at two locations: one at La Force Boulevard and one at State Loop 40 (Sloan Field Boulevard). The civil construction plans include comprehensive site surveys, existing topography mapping, storm water pollution prevention plans (SWPPP), demolition plans, dimensional plans, paving plans with landscape details, and grading plans. The project involves site preparation, removal of existing landscape features and utilities, installation of concrete foundations and landscape ribbon curbs, construction of retaining walls, grading and drainage work, and installation of associated landscape elements. The plans reference structural details designed by Nieman Engineering that include foundation plans, elevation views, and typical construction details for both monument styles. Electrical plans prepared by BSA Consulting Engineers specify service connections, load centers, conduit routing, lighting installations, and grounding requirements for both monument locations.
The construction documents establish requirements for soil preparation and compaction with specified bearing pressures of 1,500 PSF for spread and continuous footings, concrete specifications including 4,000 PSI compressive strength at 28 days, and detailed reinforcing steel requirements. The project requires compliance with the 2021 International Building Code, NPDES construction general permit requirements, and City of Midland erosion control standards, including mandatory stabilization of disturbed areas within one work day of completion and seeding with specified seed mixes. Contractors must verify existing utility locations including overhead electric lines, gas lines, water mains, and underground fiber optic lines prior to construction, with coordination required with utility providers including ONCOR, Atmos Energy, and local water authorities. The plans include detailed specifications for temporary erosion control measures, construction staging areas, stabilized construction entrances, and silt fencing requirements. All work must conform to standard specifications of applicable agencies, with the contractor responsible for survey verification of existing conditions, protection of existing improvements, and restoration of any damaged utilities during construction.
View the file
Other files
Show all 20
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
W
SI
SI
SI
SI
SI
SI
SI
SI
SI
SI
EM
SWB
CBU
EM
EB
CBU
SWBSWB
SWB
SWB
CB
FO
LA
F
O R C E B
LV
D
(1
R .O
.W
W HWY 80 E
G
G
SI
SI SI
SI
SI
D R
A W
N B
Y
D A
T E
OF
JO
B
A P P R
SHEET
C
O P Y
R
IG
H T
A
L L R
IG
H
T S
R E
SE
R V
E D
R E V
IS
IO
N S
/2
/2
D A
T E
B Y
F \2
-C
IT
Y
O F M
ID
L A
N D
-M A
F S
IG
N
A G
E C
O N
C E P T
S A
N D
D E
SI
G N
\D R
A W
IN
G
S\ C
IV
IL
C O
N
ST
R U
C T
IO
N
S E T
\2 C
C
O V
E R
S H
E E T
.D W
G C A
D
C H
E C
K E D
B Y
C
A D
A P P R
O V
E D
B Y
A
L M
Δ M
A V
E R
IC
K
E N
G
IN
E E
R
IN
G
S U
R V
E Y
W
A T
E R
R E
S O
U R
C E
S
W
W al l St
St e "K
M id la n d T
X
T e l:
(4
-0
F ax
(4
-0
E N
G
IN
E E R
F
IR
M
F -1
SU
R
V E Y
F
IR
M w w w .M a ve ri ck
-E n g.
co m
Know what's below.
before you dig.Call
R
M
ID
L A
N D
I N
T E R
N A
T
IO
N A
L A
IR
S P A
C E P
O R
T B
E A
U T
IF
IC
A T
IO
N
C
IT
Y O
F M
ID
L A
N D
M
ID
L A
N D
C O
U N
T Y
T
E X
A S
MIDLAND INTERNATIONAL AIR &
SPACE PORT BEAUTIFICATION
CITY OF MIDLAND, MIDLAND COUNTY, TEXAS.
CIVIL CONSTRUCTION PLANS
C O
V E
R S
H E
E T
1. THESE PLANS ARE NOT TO BE USED FOR CONSTRUCTION PURPOSES UNTIL APPROVED BY
ALL APPROPRIATE GOVERNING AGENCIES (CITY, STATE, ETC.). ALL WORK IS TO CONFORM
TO THE CURRENT STANDARD SPECIFICATIONS, DETAILS AND SUPPLEMENTAL
INFORMATION OF SAID AGENCIES.
2. A THOROUGH ATTEMPT HAS BEEN MADE TO SHOW THE LOCATIONS OF ALL
UNDERGROUND OBSTRUCTIONS AND UTILITY LINES IN THE WORK AREA. HOWEVER, THE
CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO STRUCTURES AND UTILITY LINES
ENCOUNTERED DURING CONSTRUCTION AND IS TO DETERMINE THE EXACT LOCATION
OF ALL UTILITIES IN THE AREA.
3. THE ENGINEER MAKES NO REPRESENTATION OR GUARANTEE REGARDING EARTHWORK
QUANTITIES OR THAT THE EARTHWORK FOR THIS PROJECT WILL BALANCE. SUCH A
GUARANTEE IS NOT POSSIBLE DUE TO THE VARYING FIELD CONDITIONS, CHANGING SOIL
TYPES, ALLOWABLE CONSTRUCTION TOLERANCES, AND CONSTRUCTION METHODS THAT
ARE BEYOND THE CONTROL OF THE ENGINEER.
4. PRIOR TO BIDDING THE WORK, THE CONTRACTOR IS TO THOROUGHLY INVESTIGATE THE
ACTUAL CONDITIONS OF THE SITE AND EARTHWORK QUANTITIES, IF ANY. NO CLAIM IS
TO BE MADE AGAINST THE OWNER/DEVELOPER OR ENGINEER FOR ANY EXCESS OR
DEFICIENCY IN EARTHWORK QUANTITIES, ACTUAL OR RELATIVE.
5. MAVERICK ENGINEERING MAKES NO REPRESENTATION AS TO THE PRESENCE OF ROCK
WITHIN EXCAVATION AREAS. ANY EXCAVATION IS TO BE CONSIDERED UNCLASSIFIED
EXCAVATION, AND THE PRESENCE OF ROCK IS ONE OF THE EXISTING CONDITIONS THE
CONTRACTOR IS EXPECTED TO FULLY INVESTIGATE PRIOR TO BIDDING THE WORK. NO
CLAIM WILL BE MADE AGAINST MAVERICK ENGINEERING OR THE OWNER BASED ON
MATERIALS ENCOUNTERED.
6. THE ENGINEER WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,
TECHNIQUES, SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS / PROGRAMS
UTILIZED IN CONNECTION WITH THE WORK. THE ENGINEER IS NOT RESPONSIBLE IF THE
CONTRACTOR FAILS TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT
DOCUMENTS.
7. OWNER/CONTRACTOR IS RESPONSIBLE FOR SURVEY VERIFICATION OF EXISTING
HORIZONTAL AND VERTICAL CONDITIONS PRIOR TO START OF CONSTRUCTION. A
DEVIATION IN EXISTING CONDITIONS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION
OF MAVERICK ENGINEERING, BEFORE CONSTRUCTION STARTS. MAVERICK ENGINEERING
WILL NOT BE RESPONSIBLE FOR REMOVAL, REPLACEMENT, OR OTHER MODIFICATIONS
THAT MAY BE REQUIRED AS A RESULT OF EXISTING CONDITIONS NOT PROPERLY VERIFIED
AND CONFIRMED. SHOULD AN ERROR BE FOUND IN THE HORIZONTAL & VERTICAL
CONDITIONS, MAVERICK ENGINEERING WILL BE NOTIFIED AND CONSTRUCTION WILL NOT
PROCEED UNTIL REVISIONS AND/OR MODIFICATIONS HAVE BEEN PREPARED AND
SUBMITTED BY MAVERICK ENGINEERING.
8. OWNER/CONTRACTOR IS TO HAVE A PROFESSIONAL LAND SURVEYOR VERIFY FINISHED
FLOOR ELEVATIONS PRIOR TO PLACING ANY FORM WORK OR CONCRETE. MAVERICK
ENGINEERING WILL NOT BE RESPONSIBLE FOR REMOVAL, REPLACEMENT, OR OTHER
MODIFICATIONS THAT MAY BE REQUIRED AS A RESULT OF THE FINISHED FLOOR NOT BEING
PROPERLY VERIFIED.
9. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH EPA'S NPDES REGULATIONS
40-CFR-122, AND 40-CFR-123, AND 40-CFR-124 CONCERNING EROSION AND SEDIMENT
CONTROL.
10. AN APPROVED GRADING AND DRAINAGE PLAN IS TO BE MAINTAINED ON SITE AT ALL
TIMES. THIS IS TO BE MADE AVAILABLE TO INSPECTORS UPON REQUEST.
11. MAVERICK DOES NOT PROVIDE BUILDING FOUNDATION DESIGNS. REFER TO STRUCTURAL
PLANS AND / OR GEOTECHNICAL REPORT FOR MATERIAL AND COMPACTION
REQUIREMENTS UNDERNEATH BUILDING SLABS / STRUCTURAL FOUNDATIONS. MAKE NOTE
IF SAID PLANS CALL FOR ADDITIONAL MATERIALS OR COMPACTION OR SIDEWALK
IMMEDIATELY ADJACENT TO THE STRUCTURE / FOUNDATION.
12. MAVERICK DOES NOT SUPPLY CONCRETE JOINTING PLANS, OR REVIEW THEM, UNLESS
SPECIFICALLY CONTRACTED TO DO SO. THE CONTRACTOR IS RESPONSIBLE FOR
CONCRETE JOINTING PLAN DEVELOPMENT AND IMPLEMENTATION.
ENGINEER'S GENERAL NOTES:
ENGINEER:
ANDREW L. MELLEN, P.E.
MAVERICK ENGINEERING
1909 WEST WALL STRSAEET, STE. K
MIDLAND, TX 79701
TELEPHONE: (432) 262-0999
CIVIL
COVER SHEET..................................................... C100
PLAT....................................................................... C110
EXISTING SITE TOPOGRAPHY..................... C111
EXISTING SITE TOPOGRAPHY..................... C112
SWPPP................................................................... C120
SWPPP................................................................... C121
SWPPP DETAILS................................................. C122
DEMOLITION PLAN......................................... C130
DEMOLITION PLAN......................................... C131
DIMENSIONAL PLAN....................................... C200
DIMENSIONAL PLAN...................................... C201
PAVING PLAN.................................................... C210
PAVING PLAN.................................................... C211
PAVING DETAILS............................................... C220
PAVING DETAILS.............................................. C221
GRADING PLAN................................................ C230
GRADING PLAN................................................ C231
STRUCTURAL
GENERAL STRUCTURAL NOTES................. S1
FOUNDATION PLAN....................................... S2
ELEVATION SECTION VIEW.......................... S3
TYPICAL FOUNDATION DETAILS.............. S4
MEP
LA FORCE DEMOLITION PLAN.................. ESI.I
SLOAN FIELD BLVD DEMOLITION PLAN..ESI.2
SITE PLAN ELECTRICAL.................................. ES2.1
MONUMENT DETAIL....................................... ES2.2
DETAIL SHEET...................................................... ES3.1
ELECTRICAL NOTES.......................................... ES4.1
SHEET INDEX:
C100
ST
A T E L
O O
P
S. HWY 1788
SH
S. HW
Y 1788
W . I
BEARINGS, DISTANCES AND COORDINATES SHOWN ARE RELATIVE
TO THE TEXAS STATE PLANE COORDINATE SYSTEM, TEXAS
CENTRAL ZONE, NAD 1983. ELEVATIONS ARE BASED ON GPS
OBSERVATIONS CONFORMING TO NAVD 1988.
TEMPORARY BENCHMARK #1:
SURVEY PERFORMED BY MAVERICK ENGINEERING,. CONTACT
MAVERICK ENGINEERING. FOR CONSTRUCTION BENCHMARKS OR
CONTROL STAKING 432-262-0999
BENCHMARK:
SITE
LOCATIONS
AutoCAD SHX Text
ANDREW L. MELLEN
AutoCAD SHX Text 106572
AutoCAD SHX Text 03/16/2026
D R
A W
N B
Y
D A
T E
OF
JO
B
A P P R
SHEET
C
O P Y
R
IG
H T
A
L L R
IG
H
T S
R E
SE
R V
E D
R E V
IS
IO
N S
/2
/2
D A
T E
B Y
F \2
-C
IT
Y
O F M
ID
L A
N D
-M A
F S
IG
N
A G
E C
O N
C E P T
S A
N D
D E
SI
G N
\D R
A W
IN
G
S\ C
IV
IL
C O
N
ST
R U
C T
IO
N
S E T
\2 C
P
L A
T .D
W G
C A
D
C H
E C
K E D
B Y
C
A D
A P P R
O V
E D
B Y
A
L M
Δ M
A V
E R
IC
K
E N
G
IN
E E
R
IN
G
S U
R V
E Y
W
A T
E R
R E
S O
U R
C E
S
W
W al l St
St e "K
M id la n d T
X
T e l:
(4
-0
(4
-0
E N
G
IN
E E R
F
IR
M
F -1
SU
R
V E Y
F
IR
M w w w .M a ve ri ck -E n g.
co m
Know what's below.
before you dig.Call
R
M
ID
L A
N D
I N
T E R
N A
T
IO
N A
L A
IR
S P A
C E P
O R
T B
E A
U T
IF
IC
A T
IO
N
C
IT
Y O
F M
ID
L A
N D
M
ID
L A
N D
C O
U N
T Y
T
E X
A S
17C110
P L
A T
THE PLAT HAS BEEN SCALED TO FIT ON THIS SHEET.
PLAT SCALING NOTE
PLAT NOTE:
THE PLAT SHOWN ON THIS SHEET IS
INCLUDED FOR REFERENCE PURPOSES
ONLY. IT IS NOT TO BE RECORDED FOR
ANY PURPOSE. THE SEALING
PROFESSIONAL FOR THIS
CONSTRUCTION DRAWING SET TAKES
NO OWNERSHIP OF THIS SHEET OR THE
INFORMATION PROVIDED THEREON,
BUT DOES AUTHORIZE IT TO BE PART OF
THIS CONSTRUCTION DRAWING SET.
O
F O
F O
F O
F O
F O
F O
F O
F O
F O
F O
2859.5
.5
.5
.5
.5
2859.5
SI
SI
SI
SI
SI
SI
EM
SWB
CB
U
EM
EB
CB U
N 79°44'42" W
165.98'
LA
F
O R C E B
LV
D. ( R .O
.W
W. HWY 80 E
N
°5
'3
.9
N 60°01'48" E 279.52'
S
°5
'3
E
.8
RADIUS = 558.95'
ARC LENGTH = 206.15'
CB = S 19°50'36" E
DIST. = 204.99'
∆ = 21°07'56"
S 59°49'08" W 116.69'
TXDOT BRASS CAP
BROKEN CONC
MON
1/2 IRF BENT
BROKEN CONC
MON
1/2 IRF BENT
1/2 CIRF PLS 1974
1/2 IRF BENT
D R
A W
N B
Y
D A
T E
OF
JO
B
A P P R
SHEET
C
O P Y
R
IG
H T
A
L L R
IG
H
T S
R E
SE
R V
E D
R E V
IS
IO
N S
/2
/2
D A
T E
B Y
F \2
-C
IT
Y
O F M
ID
L A
N D
-M A
F S
IG
N
A G
E C
O N
C E P T
S A
N D
D E
SI
G N
\D R
A W
IN
G
S\ C
IV
IL
C O
N
ST
R U
C T
IO
N
S E T
\2 C
E
X
IS
T
IN
G T
O P O
G R
A P H
Y .D
W G
C A
D
C H
E C
K E D
B Y
C
A D
A P P R
O V
E D
B Y
A
L M
Δ M
A V
E R
IC
K
E N
G
IN
E E
R
IN
G
S U
R V
E Y
W
A T
E R
R E
S O
U R
C E
S
W
W al l St
St e "K
M id la n d T
X
T e l:
(4
-0
(4
-0
E N
G
IN
E E R
F
IR
M
F -1
SU
R
V E Y
F
IR
M w w w .M a ve ri ck
-E n g.
co m
Know what's below.
before you dig.Call
R
M
ID
L A
N D
I N
T E R
N A
T
IO
N A
L A
IR
S P A
C E P
O R
T B
E A
U T
IF
IC
A T
IO
N
C
IT
Y O
F M
ID
L A
N D
M
ID
L A
N D
C O
U N
T Y
T
E X
A S
E X
IS
T
IN
G
T
P
O G
R A
P H
Y L
A F
O R
C E
B L
V D
C111
1.54 ACRES
67,153.28 SF
3407 LA FORCE BLVD
LEGEND
DENOTES FOUND MONUMENT AS NOTED
EM DENOTES EXISTING ELECTRIC METER
CB DENOTES EXISTING CABLE BOX
DENOTES EXISTING LIGHT POLE
PP DENOTES EXISTING POWER POLE
SI DENOTES EXISTING SIGN
OH
DENOTES BOUNDARY LINE
DENOTES EXISTING OVERHEAD ELECTRIC LINE
DENOTES EDGE OF ASPHALT
FO DENOTES EXISTING FIBER OPTIC LINE
EB DENOTES EXISTING ELECTRIC BOX
DENOTES EXISTING LOT LINE
DENOTES EXISTING REFLECTORS
E DENOTES EXISTING ELECTRIC LINE
G DENOTES EXISTING GAS LINE
U DENOTES EXISTING UTILITY MARKER
DENOTES EXISTING GUY ANCHOR
SWB DENOTES SOUTHWESTERN BELL MANHOLE
0'
SCALE 1" = 20'
20' 40' 60'
BEARINGS, DISTANCES AND COORDINATES SHOWN ARE RELATIVE
TO THE TEXAS STATE PLANE COORDINATE SYSTEM, TEXAS
CENTRAL ZONE, NAD 1983. ELEVATIONS ARE BASED ON GPS
OBSERVATIONS CONFORMING TO NAVD 1988.
TEMPORARY BENCHMARK #1:
SURVEY PERFORMED BY MAVERICK ENGINEERING,. CONTACT
MAVERICK ENGINEERING. FOR CONSTRUCTION BENCHMARKS OR
CONTROL STAKING 432-262-0999
BENCHMARK:
SURVEY NOTE:
THE SURVEY SHOWN ON THIS SHEET IS
INCLUDED FOR REFERENCE PURPOSES ONLY.
THE SEALING PROFESSIONAL FOR THIS
CONSTRUCTION DRAWING SET TAKES NO
OWNERSHIP OF THIS SHEET OR THE
INFORMATION PROVIDED THEREON, BUT
DOES AUTHORIZE IT TO BE PART OF THIS
CONSTRUCTION DRAWING SET.
H
O H
O H
O H
O H
O H
O H
O H
O H
O H
O H
O H
O H
OH OH
O H
O H
OH
OH
OH
OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH
O H
O H
O H
O H
O H
O H
O H
O H
8W
8W
8W
8W
8W
8W
8W
8W
W
W
W
W
W
W
W
W
W
W
SI
SI SI
SI
SI
G
G
G
G
G
G
G
G
G
G
G G
G G
G G
G G
G G
G
W W
W W
W W
W W
W W
SI
EB
UEB
U CBSW
B
TC
B
MH
EB
PP
PP
U
PP
PP
PP
EB
TC
B
TC
B
EB
TC
B
TC
BPP PP
EM
2882.5
2882.5
.5
.5
.5
2881.5
ABDN LP
D R
A W
N B
Y
D A
T E
OF
JO
B
A P P R
SHEET
C
O P Y
R
IG
H T
A
L L R
IG
H
T S
R E
SE
R V
E D
R E V
IS
IO
N S
/2
/2
D A
T E
B Y
F \2
-C
IT
Y
O F M
ID
L A
N D
-M A
F S
IG
N
A G
E C
O N
C E P T
S A
N D
D E
SI
G N
\D R
A W
IN
G
S\ C
IV
IL
C O
N
ST
R U
C T
IO
N
S E T
\2 C
E
X
IS
T
IN
G T
O P O
G R
A P H
Y .D
W G
C A
D
C H
E C
K E D
B Y
C
A D
A P P R
O V
E D
B Y
A
L M
Δ M
A V
E R
IC
K
E N
G
IN
E E
R
IN
G
S U
R V
E Y
W
A T
E R
R E
S O
U R
C E
S
W
W al l St
St e "K
M id la n d T
X
T e l:
(4
-0
(4
-0
E N
G
IN
E E R
F
IR
M
F -1
SU
R
V E Y
F
IR
M w w w .M a ve ri ck
-E n g.
co m
Know what's below.
before you dig.Call
R
M
ID
L A
N D
I N
T E R
N A
T
IO
N A
L A
IR
S P A
C E P
O R
T B
E A
U T
IF
IC
A T
IO
N
C
IT
Y O
F M
ID
L A
N D
M
ID
L A
N D
C O
U N
T Y
T
E X
A S
E X
IS
T
IN
G
P
O G
R A
P H
Y L
O O
P
C112
LEGEND
DENOTES FOUND MONUMENT AS NOTED
EM DENOTES EXISTING ELECTRIC METER
CB DENOTES EXISTING CABLE BOX
DENOTES EXISTING LIGHT POLE
PP DENOTES EXISTING POWER POLE
SI DENOTES EXISTING SIGN
OH
DENOTES BOUNDARY LINE
DENOTES EXISTING OVERHEAD ELECTRIC LINE
DENOTES EDGE OF ASPHALT
FO DENOTES EXISTING FIBER OPTIC LINE
EB DENOTES EXISTING ELECTRIC BOX
DENOTES EXISTING LOT LINE
DENOTES EXISTING REFLECTORS
E DENOTES EXISTING ELECTRIC LINE
G DENOTES EXISTING GAS LINE
U DENOTES EXISTING UTILITY MARKER
DENOTES EXISTING GUY ANCHOR
SWB DENOTES SOUTHWESTERN BELL MANHOLE
0'
SCALE 1" = 20'
20' 40' 60'
ST
A T E L
O O
P
S. HWY 1788
BEARINGS, DISTANCES AND COORDINATES SHOWN ARE RELATIVE
TO THE TEXAS STATE PLANE COORDINATE SYSTEM, TEXAS
CENTRAL ZONE, NAD 1983. ELEVATIONS ARE BASED ON GPS
OBSERVATIONS CONFORMING TO NAVD 1988.
TEMPORARY BENCHMARK #1:
SURVEY PERFORMED BY MAVERICK ENGINEERING,. CONTACT
MAVERICK ENGINEERING. FOR CONSTRUCTION BENCHMARKS OR
CONTROL STAKING 432-262-0999
BENCHMARK:
SURVEY NOTE:
THE SURVEY SHOWN ON THIS SHEET IS
INCLUDED FOR REFERENCE PURPOSES ONLY.
THE SEALING PROFESSIONAL FOR THIS
CONSTRUCTION DRAWING SET TAKES NO
OWNERSHIP OF THIS SHEET OR THE
INFORMATION PROVIDED THEREON, BUT
DOES AUTHORIZE IT TO BE PART OF THIS
CONSTRUCTION DRAWING SET.
F O
F O
F O
F O
F O
F O
F O
F O
F O
2859.5
.5
.5
.5
.5
2859.5
SI
SI
SI
SI
SI
SI
SI
EM
SWB
CB
U
EM
EB
CB U
LA
F
O R C E B
LV
D. ( R .O
.W
W. HWY 80 E
PROPOSED CONCRETE
WASHOUT
PROPOSED
TRASH BIN
PROPOSED STABILIZED
CONSTRUCTION
INGRESS & EGRESS
6" AGGREGATE AND
CURB PROTECTION
PROPOSED GRAVEL
BAG
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
PROPOSED CURB
PROTECTION
PROPOSED
SILT FENCE
D R
A W
N B
Y
D A
T E
OF
JO
B
A P P R
SHEET
C
O P Y
R
IG
H T
A
L L R
IG
H
T S
R E
SE
R V
E D
R E V
IS
IO
N S
/2
/2
D A
T E
B Y
F \2
-C
IT
Y
O F M
ID
L A
N D
-M A
F S
IG
N
A G
E C
O N
C E P T
S A
N D
D E
SI
G N
\D R
A W
IN
G
S\ C
IV
IL
C O
N
ST
R U
C T
IO
N
S E T
\2 C
S
W P P P P
L A
N .D
W G C
A D
C H
E C
K E D
B Y
C
A D
A P P R
O V
E D
B Y
A
L M
Δ M
A V
E R
IC
K
E N
G
IN
E E
R
IN
G
S U
R V
E Y
W
A T
E R
R E
S O
U R
C E
S
W
W al l St
St e "K
M id la n d T
X
T e l:
(4
-0
(4
-0
E N
G
IN
E E R
F
IR
M
F -1
SU
R
V E Y
F
IR
M w w w .M a ve ri ck
-E n g.
co m
Know what's below.
before you dig.Call
R
M
ID
L A
N D
I N
T E R
N A
T
IO
N A
L A
IR
S P A
C E P
O R
T B
E A
U T
IF
IC
A T
IO
N
C
IT
Y O
F M
ID
L A
N D
M
ID
L A
N D
C O
U N
T Y
T
E X
A S
S W
P P
P P
L A
N
C120
1.54 ACRES
67,153.28 SF
3407 LA FORCE BLVD
LEGEND
DENOTES FOUND MONUMENT AS NOTED
EM DENOTES EXISTING ELECTRIC METER
CB DENOTES EXISTING CABLE BOX
DENOTES EXISTING LIGHT POLE
PP DENOTES EXISTING POWER POLE
SI DENOTES EXISTING SIGN
OH
DENOTES BOUNDARY LINE
DENOTES EXISTING OVERHEAD ELECTRIC LINE
DENOTES EDGE OF ASPHALT
FO DENOTES EXISTING FIBER OPTIC LINE
EB DENOTES EXISTING ELECTRIC BOX
DENOTES EXISTING LOT LINE
DENOTES EXISTING REFLECTORS
E DENOTES EXISTING ELECTRIC LINE
G DENOTES EXISTING GAS LINE
U DENOTES EXISTING UTILITY MARKER
DENOTES EXISTING GUY ANCHOR
SWB DENOTES SOUTHWESTERN BELL MANHOLE
0'
SCALE 1" = 20'
20' 40' 60'
DENOTES PROPOSED SILT FENCE
DENOTES PROPOSED TRASH BIN
SF
DENOTES PROPOSED CONCRETE WASHOUT
DENOTES PROPOSED GRAVEL BAG
1. IT IS THE INTENT OF THE INFORMATION PROVIDED ON THIS SHEET AND WITHIN THE SPECIFICATIONS TO BE USED AS THE GENERAL GUIDELINES OF THE STORM WATER POLLUTION PREVENTION PLAN FOR THIS PROJECT AND TO ESTABLISH A MINIMUM BASIS OF COMPLIANCE WITH TPDES REGULATIONS. THE CONTRACTOR IS TO FILE NOTICE OF INTENT (NOI)
UNDER TDPES CONSTRUCTION GENERAL PERMIT, TXR 150000.
2. THE STORM WATER POLLUTION PREVENTION PLAN SHOULD ADDRESS THREE GOALS: TO DIVERT WATER FROM UPSLOPE AREAS AROUND DISTURBED AREAS OF THE SITE, TO LIMIT EXPOSURE OF DISTURBED AREAS TO THE SHORTEST DURATION POSSIBLE, AND TO REMOVE SEDIMENT FROM STORM WATER BEFORE IT LEAVES THE SITE.
3. THE CONTRACTOR IS TO MAKE THE STORM WATER POLLUTION PREVENTION PLAN AVAILABLE, UPON REQUEST, TO THE TCEQ.
4. THE CONTRACTOR MUST AMEND THE STORM WATER POLLUTION PREVENTION PLAN WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE OF THE PLAN, OR WHEN THE EXISTING PLAN PROVES INEFFECTIVE. MODIFICATIONS INCLUDING DESIGN AND ALL ADDITIONAL MATERIALS AND WORK IS TO BE ACCOMPLISHED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER. NO CHANGE TO EROSION CONTROL MEASURES SHOWN ON THESE PLANS AND SPECIFICATIONS SHALL BE
MADE WITHOUT CONSENT OF OWNER AND ENGINEER.
5. STABILIZATION MEASURES ARE TO BE INSPECTED AT A MINIMUM OF ONCE EVERY SEVEN DAYS AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 0.5 INCHES.
REPAIRS OF INADEQUACIES REVEALED BY THE INSPECTIONS MUST BE IMPLEMENTED WITHIN SEVEN CALENDAR DAYS FOLLOWING THE INSPECTION.
6. AN INSPECTION REPORT THAT SUMMARIZES INSPECTION ACTIVITIES AND IMPLEMENTATION OF THE STORM WATER POLLUTION PREVENTION PLAN IS TO BE MAINTAINED AND
MADE PART OF THE PLAN.
7. ALL CONTRACTORS AND SUBCONTRACTORS IDENTIFIED IN THE PLAN MUST CERTIFY AS TO AN UNDERSTANDING OF THE NPDES CONSTRUCTION GENERAL PERMIT BEFORE
CONDUCTING ANY ACTIVITY IDENTIFIED IN THE STORM WATER POLLUTION PREVENTION PLAN.
8. THE CONTRACTOR IS TO ADOPT APPROPRIATE CONSTRUCTION SITE MANAGEMENT PRACTICES TO PREVENT THE DISCHARGE OF OILS, GREASE, PAINTS, GASOLINE, AND OTHER POLLUTANTS TO STORM WATER. APPROPRIATE PRACTICES CAN INCLUDE: DESIGNATING AREAS FOR EQUIPMENT MAINTENANCE AND REPAIR, REGULAR COLLECTION OF WASTES, CONVENIENTLY LOCATED WASTE RECEPTACLES, AND DESIGNATION OF CONTROL EQUIPMENT WASHING.
9. THE CONTRACTOR IS TO AMEND OR MODIFY THIS PLAN AS REQUIRED BY CONSTRUCTION MEANS, METHODS, AND SEQUENCE. MODIFICATIONS ARE NOT TO COMPROMISE THE INTENT OR THE REQUIREMENTS OF THE LAW AND THIS PLAN. MODIFICATIONS ARE NOT TO BE A BASIS FOR ADDITIONAL COST TO THE OWNER.
10. AREAS OF CONSTRUCTION ELSEWHERE ON THE JOB SITE ARE TO CONFORM TO THE DETAILS SHOWN ON THE PLANS.
11. BORROW AREAS, IF EXCAVATED, ARE TO BE PROTECTED AND STABILIZED UTILIZING THE PLAN DETAILS. ALL WORK IS TO CONFORM TO GOVERNMENTAL REQUIREMENTS AND BECOME PART OF THE STORM WATER POLLUTION PREVENTION PLAN. THIS WORK IS TO BE DONE BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER OR THE
ENGINEER.
12. ALL NON-PAVED AREAS ARE TO BE MULCHED AND SEEDED WITH EROSION PROTECTION IMMEDIATELY UPON COMPLETION OF FINAL GRADING. THIS INCLUDES ALL DITCHES AND EMBANKMENTS. THE CONTRACTOR IS TO MAINTAIN THE FINAL GRADING AND KEEP SEEDED AREAS WATERED UNTIL FULLY ESTABLISHED AND ACCEPTED BY THE OWNER; EROSION
PROTECTION IS TO BE CONSTRUCTED AS DETAILED ON THIS SHEET.
13. THE CONTRACTOR IS TO CONSTRUCT A STABILIZED CONSTRUCTION ENTRANCE AT ALL TRAFFIC ENTRANCE / EXIT POINTS ALONG ANY PAVED ROADWAY. ENTRANCES ARE TO
BE CONSTRUCTED AS DETAILED ON THIS SHEET.
14. THE CONTRACTOR IS TO CONSTRUCT A SILT FENCE AT ALL LOCATIONS SHOWN ON THE PLANS. THE SILT FENCE IS TO BE CONSTRUCTED AS DETAILED ON THIS SHEET.
15. THE CONTRACTOR IS TO DESIGNATE MATERIAL AND EQUIPMENT STORAGE AREAS MUTUALLY AGREED TO BY THE OWNER. THE STORAGE AREAS ARE TO BE GRADED FOR POSITIVE DRAINAGE AND THE SURFACE STABILIZED WITH A MINIMUM OF TWO INCHES OF CRUSHED ROCK OR GRAVEL. REINFORCED FILTER BARRIER IS TO BE INSTALLED AROUND THE
STORAGE AREAS TO PREVENT ANY EROSION FROM LEAVING THE SITE.
16. FIBER WATTLES ARE TO BE PLACED AROUND ALL SPOIL PILES OR SOIL / BASE MATERIAL STOCKPILES.
17. IN ACCORDANCE WITH PARTS III.G.1 & III.G.2 OF THE CONSTRUCTION STORMWATER GENERAL PERMIT, STABILIZATION OF ALL DISTURBED AREAS MUST, AT A MINIMUM, BE INITIATED IMMEDIATELY (I.E., AS SOON AS PRACTICABLE, BUT NO LATER THAN THE END OF NEXT WORK DAY) WHENEVER ANY EARTHWORK ACTIVITIES HAVE PERMANENTLY CEASED ON ANY PORTION OF THE SITE. SIMILARLY, ALL STOCKPILE AND STAGING AREAS ARE TO BE STABILIZED. THE CITY OF MIDLAND WILL NOT SUPPORT A CERTIFICATE OF OCCUPANCY UNLESS THIS REQUIREMENT HAS BEEN FULFILLED. CONTRACTOR
WARNING: THIS REQUIREMENT IS STRICTLY ENFORCED.
SWPPP GENERAL NOTES:
SWPPP DETAILS ARE INCLUDED ON THE NEXT SHEET. PLEASE
REFER TO THOSE DETAILS.
SWPPP DETAILS:
DENOTES CURB PROTECTION
AutoCAD SHX Text
ANDREW L. MELLEN
AutoCAD SHX Text 106572
O H
O H
O H
O H
OH OH
O H
O H
OH
OH
OH
OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH
O H
O H
O H
O H
O H
O H
O H
O H
8W
8W
8W
8W
8W
8W
8W
8W
W
W
W
W
W
W
SI
SI SI
SI
SI
G
G
G
G
G
G
G
G
G
G
G G
G G
G G
G
W W
W W
W W
EB
UEB
U CBSW
B
TC
B
PP
U
PP
PP
PP
EB
TC
B
TC
B
EB
TC
B
TC
BPP PP
EM
2882.5
2882.5
.5
.5
2881.5
G
G
G
G
CAUTION!!!
GAS LINE
CAUTION!!!
OVERHEAD ELECTRIC
PROPOSED GRAVEL
BAG
PROPOSED GRAVEL
BAG
PROPOSED CURB
PROTECTION
D R
A W
N B
Y
D A
T E
OF
JO
B
A P P R
SHEET
C
O P Y
R
IG
H T
A
L L R
IG
H
T S
R E
SE
R V
E D
R E V
IS
IO
N S
/2
/2
D A
T E
B Y
F \2
-C
IT
Y
O F M
ID
L A
N D
-M A
F S
IG
N
A G
E C
O N
C E P T
S A
N D
D E
SI
G N
\D R
A W
IN
G
S\ C
IV
IL
C O
N
ST
R U
C T
IO
N
S E T
\2 C
S
W P P P P
L A
N .D
W G C
A D
C H
E C
K E D
B Y
C
A D
A P P R
O V
E D
B Y
A
L M
Δ M
A V
E R
IC
K
E N
G
IN
E E
R
IN
G
S U
R V
E Y
W
A T
E R
R E
S O
U R
C E
S
W
W al l St
St e "K
M id la n d T
X
T e l:
(4
-0
(4
-0
E N
G
IN
E E R
F
IR
M
F -1
SU
R
V E Y
F
IR
M w w w .M a ve ri ck
-E n g.
co m
Know what's below.
before you dig.Call
R
M
ID
L A
N D
I N
T E R
N A
T
IO
N A
L A
IR
S P A
C E P
O R
T B
E A
U T
IF
IC
A T
IO
N
C
IT
Y O
F M
ID
L A
N D
M
ID
L A
N D
C O
U N
T Y
T
E X
A S
S W
P P
P P
L A
N
C121
LEGEND
DENOTES FOUND MONUMENT AS NOTED
EM DENOTES EXISTING ELECTRIC METER
CB DENOTES EXISTING CABLE BOX
DENOTES EXISTING LIGHT POLE
PP DENOTES EXISTING POWER POLE
SI DENOTES EXISTING SIGN
OH
DENOTES BOUNDARY LINE
DENOTES EXISTING OVERHEAD ELECTRIC LINE
DENOTES EDGE OF ASPHALT
FO DENOTES EXISTING FIBER OPTIC LINE
EB DENOTES EXISTING ELECTRIC BOX
DENOTES EXISTING LOT LINE
DENOTES EXISTING REFLECTORS
E DENOTES EXISTING ELECTRIC LINE
G DENOTES EXISTING GAS LINE
U DENOTES EXISTING UTILITY MARKER
DENOTES EXISTING GUY ANCHOR
SWB DENOTES SOUTHWESTERN BELL MANHOLE
0'
SCALE 1" = 20'
20' 40' 60'
ST
A T E L
O O
P
S. HWY 1788
DENOTES PROPOSED GRAVEL BAG
1. IT IS THE INTENT OF THE INFORMATION PROVIDED ON THIS SHEET AND WITHIN THE SPECIFICATIONS TO BE USED AS THE GENERAL GUIDELINES OF THE STORM WATER POLLUTION PREVENTION PLAN FOR THIS PROJECT AND TO ESTABLISH A MINIMUM BASIS OF COMPLIANCE WITH TPDES REGULATIONS. THE CONTRACTOR IS TO FILE NOTICE OF INTENT (NOI)
UNDER TDPES CONSTRUCTION GENERAL PERMIT, TXR 150000.
2. THE STORM WATER POLLUTION PREVENTION PLAN SHOULD ADDRESS THREE GOALS: TO DIVERT WATER FROM UPSLOPE AREAS AROUND DISTURBED AREAS OF THE SITE, TO LIMIT EXPOSURE OF DISTURBED AREAS TO THE SHORTEST DURATION POSSIBLE, AND TO REMOVE SEDIMENT FROM STORM WATER BEFORE IT LEAVES THE SITE.
3. THE CONTRACTOR IS TO MAKE THE STORM WATER POLLUTION PREVENTION PLAN AVAILABLE, UPON REQUEST, TO THE TCEQ.
4. THE CONTRACTOR MUST AMEND THE STORM WATER POLLUTION PREVENTION PLAN WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE OF THE PLAN, OR WHEN THE EXISTING PLAN PROVES INEFFECTIVE. MODIFICATIONS INCLUDING DESIGN AND ALL ADDITIONAL MATERIALS AND WORK IS TO BE ACCOMPLISHED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER. NO CHANGE TO EROSION CONTROL MEASURES SHOWN ON THESE PLANS AND SPECIFICATIONS SHALL BE
MADE WITHOUT CONSENT OF OWNER AND ENGINEER.
5. STABILIZATION MEASURES ARE TO BE INSPECTED AT A MINIMUM OF ONCE EVERY SEVEN DAYS AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 0.5 INCHES.
REPAIRS OF INADEQUACIES REVEALED BY THE INSPECTIONS MUST BE IMPLEMENTED WITHIN SEVEN CALENDAR DAYS FOLLOWING THE INSPECTION.
6. AN INSPECTION REPORT THAT SUMMARIZES INSPECTION ACTIVITIES AND IMPLEMENTATION OF THE STORM WATER POLLUTION PREVENTION PLAN IS TO BE MAINTAINED AND
MADE PART OF THE PLAN.
7. ALL CONTRACTORS AND SUBCONTRACTORS IDENTIFIED IN THE PLAN MUST CERTIFY AS TO AN UNDERSTANDING OF THE NPDES CONSTRUCTION GENERAL PERMIT BEFORE
CONDUCTING ANY ACTIVITY IDENTIFIED IN THE STORM WATER POLLUTION PREVENTION PLAN.
8. THE CONTRACTOR IS TO ADOPT APPROPRIATE CONSTRUCTION SITE MANAGEMENT PRACTICES TO PREVENT THE DISCHARGE OF OILS, GREASE, PAINTS, GASOLINE, AND OTHER POLLUTANTS TO STORM WATER. APPROPRIATE PRACTICES CAN INCLUDE: DESIGNATING AREAS FOR EQUIPMENT MAINTENANCE AND REPAIR, REGULAR COLLECTION OF WASTES, CONVENIENTLY LOCATED WASTE RECEPTACLES, AND DESIGNATION OF CONTROL EQUIPMENT WASHING.
9. THE CONTRACTOR IS TO AMEND OR MODIFY THIS PLAN AS REQUIRED BY CONSTRUCTION MEANS, METHODS, AND SEQUENCE. MODIFICATIONS ARE NOT TO COMPROMISE THE INTENT OR THE REQUIREMENTS OF THE LAW AND THIS PLAN. MODIFICATIONS ARE NOT TO BE A BASIS FOR ADDITIONAL COST TO THE OWNER.
10. AREAS OF CONSTRUCTION ELSEWHERE ON THE JOB SITE ARE TO CONFORM TO THE DETAILS SHOWN ON THE PLANS.
11. BORROW AREAS, IF EXCAVATED, ARE TO BE PROTECTED AND STABILIZED UTILIZING THE PLAN DETAILS. ALL WORK IS TO CONFORM TO GOVERNMENTAL REQUIREMENTS AND BECOME PART OF THE STORM WATER POLLUTION PREVENTION PLAN. THIS WORK IS TO BE DONE BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER OR THE
ENGINEER.
12. ALL NON-PAVED AREAS ARE TO BE MULCHED AND SEEDED WITH EROSION PROTECTION IMMEDIATELY UPON COMPLETION OF FINAL GRADING. THIS INCLUDES ALL DITCHES AND EMBANKMENTS. THE CONTRACTOR IS TO MAINTAIN THE FINAL GRADING AND KEEP SEEDED AREAS WATERED UNTIL FULLY ESTABLISHED AND ACCEPTED BY THE OWNER; EROSION
PROTECTION IS TO BE CONSTRUCTED AS DETAILED ON THIS SHEET.
13. THE CONTRACTOR IS TO CONSTRUCT A STABILIZED CONSTRUCTION ENTRANCE AT ALL TRAFFIC ENTRANCE / EXIT POINTS ALONG ANY PAVED ROADWAY. ENTRANCES ARE TO
BE CONSTRUCTED AS DETAILED ON THIS SHEET.
14. THE CONTRACTOR IS TO CONSTRUCT A SILT FENCE AT ALL LOCATIONS SHOWN ON THE PLANS. THE SILT FENCE IS TO BE CONSTRUCTED AS DETAILED ON THIS SHEET.
15. THE CONTRACTOR IS TO DESIGNATE MATERIAL AND EQUIPMENT STORAGE AREAS MUTUALLY AGREED TO BY THE OWNER. THE STORAGE AREAS ARE TO BE GRADED FOR POSITIVE DRAINAGE AND THE SURFACE STABILIZED WITH A MINIMUM OF TWO INCHES OF CRUSHED ROCK OR GRAVEL. REINFORCED FILTER BARRIER IS TO BE INSTALLED AROUND THE
STORAGE AREAS TO PREVENT ANY EROSION FROM LEAVING THE SITE.
16. FIBER WATTLES ARE TO BE PLACED AROUND ALL SPOIL PILES OR SOIL / BASE MATERIAL STOCKPILES.
17. IN ACCORDANCE WITH PARTS III.G.1 & III.G.2 OF THE CONSTRUCTION STORMWATER GENERAL PERMIT, STABILIZATION OF ALL DISTURBED AREAS MUST, AT A MINIMUM, BE INITIATED IMMEDIATELY (I.E., AS SOON AS PRACTICABLE, BUT NO LATER THAN THE END OF NEXT WORK DAY) WHENEVER ANY EARTHWORK ACTIVITIES HAVE PERMANENTLY CEASED ON ANY PORTION OF THE SITE. SIMILARLY, ALL STOCKPILE AND STAGING AREAS ARE TO BE STABILIZED. THE CITY OF MIDLAND WILL NOT SUPPORT A CERTIFICATE OF OCCUPANCY UNLESS THIS REQUIREMENT HAS BEEN FULFILLED. CONTRACTOR
WARNING: THIS REQUIREMENT IS STRICTLY ENFORCED.
SWPPP GENERAL NOTES:
SWPPP DETAILS ARE INCLUDED ON THE NEXT SHEET. PLEASE
REFER TO THOSE DETAILS.
SWPPP DETAILS:
DENOTES CURB PROTECTION
AutoCAD SHX Text
ANDREW L. MELLEN
AutoCAD SHX Text 106572
A W
N B
Y
D A
T E
OF
JO
B
A P P R
SHEET
C
O P Y
R
IG
H T
A
L L R
IG
H
T S
R E
SE
R V
E D
R E V
IS
IO
N S
/2
/2
D A
T E
B Y
F \2
-C
IT
Y
O F M
ID
L A
N D
-M A
F S
IG
N
A G
E C
O N
C E P T
S A
N D
D E
SI
G N
\D R
A W
IN
G
S\ C
IV
IL
C O
N
ST
R U
C T
IO
N
S E T
\2 C
S
W P P P D
E T
A
IL
S.
D
W G
C A
D
C H
E C
K E D
B Y
C
A D
A P P R
O V
E D
B Y
A
L M
Δ M
A V
E R
IC
K
E N
G
IN
E E
R
IN
G
S U
R V
E Y
W
A T
E R
R E
S O
U R
C E
S
W
W al l St
St e "K
M id la n d T
X
T e l:
(4
-0
(4
-0
E N
G
IN
E E R
F
IR
M
F -1
SU
R
V E Y
F
IR
M w w w .M a ve ri ck -E n g.
co m
Know what's below.
before you dig.Call
R
M
ID
L A
N D
I N
T E R
N A
T
IO
N A
L A
IR
S P A
C E P
O R
T B
E A
U T
IF
IC
A T
IO
N
C
IT
Y O
F M
ID
L A
N D
M
ID
L A
N D
C O
U N
T Y
T
E X
A S
17C122
S W
P P
P D
E T
A
IL
S
SOIL STABILIZATION NOTES:
· AFTER DESIGNATED AREAS HAVE BEEN COMPLETED TO THE GRADES SHOWN ON THE PLANS,
AREAS TO BE SEEDED ARE TO BE CULTIVATED TO A DEPTH OF 4 INCHES, EXCEPT WHERE
SEEDING IS TO BE DONE USING A SEED DRILL SUITABLE FOR SEEDING INTO UNTILLED SOIL.
THE SEEDBEDS ARE TO BE CULTIVATED SUFFICIENTLY TO REDUCE THE SOIL TO A STATE OF
GOOD TILTH WHEN THE SOIL PARTICLES ON THE SURFACE ARE SMALL ENOUGH TO LIE
CLOSELY ENOUGH TOGETHER TO PREVENT THE SEED FROM BEING COVERED TOO DEEPLY
FOR OPTIMUM GERMINATION. CULTIVATION OF THE SEEDBED WILL NOT BE REQUIRED IN
LOOSE SAND WHERE DEPTH OF SAND IS 4 INCHES OR MORE.
· ALL DISTURBED AREAS ARE TO BE SEEDED OR OTHERWISE STABILIZED. IF THE SPECIFIED SEED
MIX IS NOT AVAILABLE, SUBMIT A SUBSTITUTION TO THE ENGINEER. NO SUBSTITUTIONS
WILL BE ENTERTAINED UNTIL IT HAS BEEN DEMONSTRATED TO THE ENGINEER'S
SATISFACTION THAT THE SPECIFIED MATERIALS ARE NOT AVAILABLE. SEED WITH THE
FOLLOWING MIX DURING THE SPECIFIED SEASON;
VARIETY OCTOBER - FEBRUARY MARCH - SEPTEMBER
LBS, P.L.S./ACRE LBS, P.L.S./ACRE
RYEGRASS (ANNUAL) 8.0 -
WESTERN WHEATGRASS 2.0 -
MILLET 2.0 4.0
SIDEOATS GRAMA 1.5 3.0
KLEINGRASS 1.5 3.0
BRISTLEGRASS 1.5 3.0
BLUE GRAMA 0.5 1.0
BUFFALO GRASS 2.0 4.0
GREEN SPRANGLETOP 1.0 2.0
· PRIOR TO PLANTING OPERATIONS, SUBMIT SUPPLIER SEED TAGS TO THE ENGINEER STATING;
·· PERCENT PURITY
·· PERCENT GERMINATION
·· DATE SEED WAS HARVESTED.
· SEEDED AREAS ARE TO BE EVENLY IRRIGATED TO A MINIMUM UNIFORM DEPTH OF 0.2 INCHES
FOR ENTIRE SEEDED AREA AT A RATE OF NO LESS THAN ONCE PER DAY FOR 10
CONSECUTIVE DAYS AFTER SEEDING.
· AFTER SEEDING, CHANNEL EMBANKMENTS ARE TO BE LINED WITH A STRAW OR
STRAW/COCONUT SOIL RETENTION BLANKET. THE FOLLOWING PRODUCTS, OR AN EQUAL
APPROVED BY THE CITY ENGINEER MAY BE USED;
·· ECS S-1 STANDARD STRAW
·· ECS HIGH VELOCITY STRAW
·· LANDLOK BON-TERRA S2, ENS2 OR ENCS2
·· NORTH AMERICAN GREEN S75, S75BN, S150, S150BN, OR SC150
·· ALTERNATELY, SOILGUARD BONDED FIBER MATRIX MAY BE USED.
· BLANKETS ARE TO BE PLACED PARALLEL TO THE DIRECTION OF WATER FLOW TO STABILIZE
THE CHANNEL SIDES WHERE SHOWN. BLANKETS ARE TO BE SPREAD EVENLY WITHOUT
STRETCHING SO FIBERS ARE IN DIRECT CONTACT WITH THE SOIL.
·· THE UPSLOPE END OF EACH BLANKET IS TO BE BURIED AT LEAST 6 INCHES IN A
VERTICAL TRENCH WITH THE SOIL PRESSED FIRMLY AGAINST THE EMBEDDED MAT.
ADDITIONAL CHECK TRENCHES AT 50 FEET INTERVALS MAY BE DESIRABLE ON STEEP
GRADES OR LONG FLOW AREAS.
·· STRIP ENDS AND END OVERLAPS ARE TO BE STAPLED WITH NOT MORE THAN 20
INCHES BETWEEN STAPLES. ALL OTHER JOINTS AND EDGES ARE TO BE STAPLED AT 40
INCH INTERVALS.
·· STAPLES USED TO ANCHOR BLANKETS ARE TO BE U SHAPED, 11 GAUGE OR HEAVIER
STEEL WIRE HAVING A SPAN WIDTH OF 1 INCH AND A LENGTH OF 6 INCHES OR MORE
FROM TOP TO BOTTOM AFTER BENDING.
AutoCAD SHX Text
ANDREW L. MELLEN
AutoCAD SHX Text 106572
F O
F O
F O
F O
F O
F O
F O
F O
SI
SI
SI
SI
EM
SWB
CB
U
EM
EB
CB U
LIGHT TO
BE REMOVED
LIGHT TO
BE REMOVED
LIGHT TO
BE REMOVED
LA
F
O R C E B
LV
D. ( R .O
.W
.0
15.0'
17.0 LF
±64.46 SF
17.0'
N: 10,669,490.99 E: 1,714,187.81
N: 10,669,488.88 E: 1,714,173.04
N: 10,669,494.06 E: 1,714,171.22
N: 10,669,496.53 E: 1,714,188.07
A
A
A
A
A
H
±15.0 LFB
I
CAUTION !!!
LIGHT POLE
CAUTION !!!
FIBER OPTIC LINE
CAUTION !!!
FIBER OPTIC LINE
A
A
A
A
D R
A W
N B
Y
D A
T E
OF
JO
B
A P P R
SHEET
C
O P Y
R
IG
H T
A
L L R
IG
H
T S
R E
SE
R V
E D
R E V
IS
IO
N S
/2
/2
D A
T E
B Y
F \2
-C
IT
Y
O F M
ID
L A
N D
-M A
F S
IG
N
A G
E C
O N
C E P T
S A
N D
D E
SI
G N
\D R
A W
IN
G
S\ C
IV
IL
C O
N
ST
R U
C T
IO
N
S E T
\2 C
D
E M
O L
IT
IO
N
P L A
N .D
W G
C A
D
C H
E C
K E D
B Y
C
A D
A P P R
O V
E D
B Y
A
L M
Δ M
A V
E R
IC
K
E N
G
IN
E E
R
IN
G
S U
R V
E Y
W
A T
E R
R E
S O
U R
C E
S
W
W al l St
St e "K
M id la n d T
X
T e l:
(4
-0
(4
-0
E N
G
IN
E E R
F
IR
M
F -1
SU
R
V E Y
F
IR
M w w w .M a ve ri ck
-E n g.
co m
Know what's below.
before you dig.Call
R
M
ID
L A
N D
I N
T E R
N A
T
IO
N A
L A
IR
S P A
C E P
O R
T B
E A
U T
IF
IC
A T
IO
N
C
IT
Y O
F M
ID
L A
N D
M
ID
L A
N D
C O
U N
T Y
T
E X
A S
D E
M O
L
IT
IO
N
P L
A N
(L A
F O
R C
E B
L V
D
B I
C130
1.54 ACRES
67,153.28 SF
3407 LA FORCE BLVD
LEGEND
DENOTES FOUND MONUMENT AS NOTED
EM DENOTES EXISTING ELECTRIC METER
CB DENOTES EXISTING CABLE BOX
DENOTES EXISTING LIGHT POLE
PP DENOTES EXISTING POWER POLE
SI DENOTES EXISTING SIGN
OH
DENOTES BOUNDARY LINE
DENOTES EXISTING OVERHEAD ELECTRIC LINE
DENOTES EDGE OF ASPHALT
FO DENOTES EXISTING FIBER OPTIC LINE
EB DENOTES EXISTING ELECTRIC BOX
DENOTES EXISTING LOT LINE
DENOTES EXISTING REFLECTORS
E DENOTES EXISTING ELECTRIC LINE
G DENOTES EXISTING GAS LINE
U DENOTES EXISTING UTILITY MARKER
DENOTES EXISTING GUY ANCHOR
SWB DENOTES SOUTHWESTERN BELL MANHOLE
0'
SCALE 1" = 20'
20' 40' 60'
· DEMOLISHED MATERIALS WILL BECOME THE PROPERTY OF THE CONTRACTOR,
EXCEPT WHERE SALVAGE MATERIALS ARE NOTED OTHERWISE.
· SALVAGE MATERIALS ARE TO BE STOCKPILED AS INDICATED BY THE OWNER.
STOCKPILING OF SALVAGE MATERIALS IS CONSIDERED INCIDENTAL TO REMOVAL
UNLESS SPECIFICALLY NOTED OTHERWISE.
· DEMO MATERIALS ARE TO BE REMOVED FROM THE SITE AND DISPOSED OF BY THE
CONTRACTOR IN ACCORDANCE WITH ALL STATE AND FEDERAL REGULATIONS AT
NO ADDITIONAL EXPENSE TO THE OWNER / ENGINEER OR PROJECT.
· ANY HAZARDOUS MATERIALS ENCOUNTERED SHOULD BE BROUGHT TO THE
IMMEDIATE ATTENTION OF THE OWNER / ENGINEER.
· CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS AND
PINS.
· CONTRACTOR SHALL REMOVE PAVEMENT IN ACCORDANCE WITH SPECIFICATIONS.
· CONTRACTOR IS RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE TO EXISTING
IMPROVEMENTS DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO:
DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. REPAIRS SHALL BE EQUAL TO
OR BETTER THAN EXISTING CONDITIONS.
· ALL WORK ON THIS PLAN SHALL BE DONE IN STRICT ACCORDANCE WITH SITE
WORK SPECIFICATIONS.
· CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST
STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION
FOR EXCAVATION AND TRENCHING PROCEDURE. CONTRACTOR SHALL USE
SUPPORT SYSTEMS, SLOPING, BENCHING, OR OTHER MEANS OF PROTECTION,
INCLUDING BUT IS NOT LIMITED TO, ACCESS AND EGRESS FROM ALL EXCAVATION
AND TRENCHING. CONTRACTOR IS RESPONSIBLE TO COMPLY WITH PERFORMANCE
CRITERIA FOR OSHA.
· CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE PUBLIC DURING
CONSTRUCTION, INCLUDING BUT NOT LIMITED TO: CONSTRUCTION FENCING,
BARRICADES, SIGNAGE, ETC.
· CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITIES AND NOTIFYING THE
APPROPRIATE UTILITY COMPANY PRIOR TO BEGINNING CONSTRUCTION.
· CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL
EXISTING UTILITIES PRIOR TO CONSTRUCTION.
GENERAL DEMO NOTES:
PROPOSED ROCK DEMO AREA
PROPOSED BLOCK WALL DEMO AREA
PROPOSED CONCRETE RIBBON CURB DEMO AREA
TYP. A. EXISTING TREE TO REMAIN. PROTECT TREE DURING ALL DEMOLITION AND
CONSTRUCTION ACTIVITIES PER DETAILS, BELOW.
B. CONTRACTOR TO REMOVE PORTION OF BLOCK WALL AND REPLACED.
C. CAUTION!! LOCATION OF OVER HEAD UTILITY LINE, COORDINATE WITH
ONCOR.
D. CAUTION!! LOCATION OF GAS LINE, COORDINATE WITH ATMOS.
E. DEMOLISH EXISTING CONCRETE AND REMOVE FROM SITE.
F. CONTRACTOR TO PROTECT EXISTING BLOCK SIDEWALKS AND PATHS.
G. CONTRACTOR TO PROTECT EXISTING BLOCK WALL.
H. CONTRACTOR TO DEMO CONCRETE RIBBON CURB.
I. CONTRACTOR TO REMOVE AND REPLACE ROCK LANDSCAPING
DEMOLITION NOTES
NOTE:
IF CONTRACTOR CAN BUILD FOUNDATION, STRUCTURE, & SIGN
INSTALLATION BY CRANE AND CONCRETE PUMP THE DEMOLITION OF
THE LANDSCAPE WALL WOULD NOT BE NECESSARY.
AutoCAD SHX Text
ANDREW L. MELLEN
AutoCAD SHX Text 106572
O H
OH OH
O H
O H
OH
OH
OH
OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH
O H
O H
O H
O H
O H
O H
O H
O H
8W
8W
8W
8W
8W
8W
8W
8W
W
W
W
SI
SI SI
SI
SI
G
G
G
G
G
G
G
G
G
G
G G
G
W W
EB
UEB
U CBSW
B
TC
B
PP
PP
EB
TC
B
TC
B
EB
TC
B
TC
BPP PP
EM
708.72 SF
N: 10,670,922.08 E: 1,710,762.32
N: 10,670,958.27 E: 1,710,772.37
N: 10,670,951.15 E: 1,710,787.65
N: 10,670,920.15 E: 1,710,779.54
N: 10,671,120.93 E: 1,710,651.68
N: 10,671,116.43 E: 1,710,683.06
N: 10,671,102.01 E: 1,710,645.49
N: 10,671,094.99 E: 1,710,682.37
F
F
E
624.53 SFE
A
A
A
A
A
A
CAUTION!!!
WATERMAIN
CAUTION!!!
GAS LINE
D
CAUTION!!!
GAS LINE D
CAUTION!!!
ELECTRIC LINE C
D R
A W
N B
Y
D A
T E
OF
JO
B
A P P R
SHEET
C
O P Y
R
IG
H T
A
L L R
IG
H
T S
R E
SE
R V
E D
R E V
IS
IO
N S
/2
/2
D A
T E
B Y
F \2
-C
IT
Y
O F M
ID
L A
N D
-M A
F S
IG
N
A G
E C
O N
C E P T
S A
N D
D E
SI
G N
\D R
A W
IN
G
S\ C
IV
IL
C O
N
ST
R U
C T
IO
N
S E T
\2 C
D
E M
O L
IT
IO
N
P L A
N .D
W G
C A
D
C H
E C
K E D
B Y
C
A D
A P P R
O V
E D
B Y
A
L M
Δ M
A V
E R
IC
K
E N
G
IN
E E
R
IN
G
S U
R V
E Y
W
A T
E R
R E
S O
U R
C E
S
W
W al l St
St e "K
M id la n d T
X
T e l:
(4
-0
(4
-0
E N
G
IN
E E R
F
IR
M
F -1
SU
R
V E Y
F
IR
M w w w .M a ve ri ck
-E n g.
co m
Know what's below.
before you dig.Call
R
M
ID
L A
N D
I N
T E R
N A
T
IO
N A
L A
IR
S P A
C E P
O R
T B
E A
U T
IF
IC
A T
IO
N
C
IT
Y O
F M
ID
L A
N D
M
ID
L A
N D
C O
U N
T Y
T
E X
A S
D E
M O
L
IT
IO
N
P L
A N
(S T
A T
E L
O O
P
C131
LEGEND
DENOTES FOUND MONUMENT AS NOTED
EM DENOTES EXISTING ELECTRIC METER
CB DENOTES EXISTING CABLE BOX
DENOTES EXISTING LIGHT POLE
PP DENOTES EXISTING POWER POLE
SI DENOTES EXISTING SIGN
OH
DENOTES BOUNDARY LINE
DENOTES EXISTING OVERHEAD ELECTRIC LINE
DENOTES EDGE OF ASPHALT
FO DENOTES EXISTING FIBER OPTIC LINE
EB DENOTES EXISTING ELECTRIC BOX
DENOTES EXISTING LOT LINE
DENOTES EXISTING REFLECTORS
E DENOTES EXISTING ELECTRIC LINE
G DENOTES EXISTING GAS LINE
U DENOTES EXISTING UTILITY MARKER
DENOTES EXISTING GUY ANCHOR
SWB DENOTES SOUTHWESTERN BELL MANHOLE
· DEMOLISHED MATERIALS WILL BECOME THE PROPERTY OF THE CONTRACTOR, EXCEPT WHERE SALVAGE MATERIALS ARE NOTED
OTHERWISE.
· SALVAGE MATERIALS ARE TO BE STOCKPILED AS INDICATED BY THE OWNER. STOCKPILING OF SALVAGE MATERIALS IS CONSIDERED
INCIDENTAL TO REMOVAL UNLESS SPECIFICALLY NOTED OTHERWISE.
· DEMO MATERIALS ARE TO BE REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR IN ACCORDANCE WITH ALL STATE AND FEDERAL REGULATIONS AT NO ADDITIONAL EXPENSE TO THE OWNER / ENGINEER OR PROJECT.
· ANY HAZARDOUS MATERIALS ENCOUNTERED SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER / ENGINEER.
· CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS AND PINS.
· CONTRACTOR SHALL REMOVE PAVEMENT IN ACCORDANCE WITH SPECIFICATIONS.
· CONTRACTOR IS RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE TO EXISTING IMPROVEMENTS DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO: DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THAN
EXISTING CONDITIONS.
· ALL WORK ON THIS PLAN SHALL BE DONE IN STRICT ACCORDANCE WITH SITE WORK SPECIFICATIONS.
· CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF OSHA DIRECTIVES OR ANY OTHER
AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURE. CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING, OR OTHER MEANS OF PROTECTION, INCLUDING BUT IS NOT LIMITED TO, ACCESS AND EGRESS FROM ALL EXCAVATION AND TRENCHING. CONTRACTOR IS RESPONSIBLE TO COMPLY WITH PERFORMANCE CRITERIA FOR OSHA.
· CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE PUBLIC DURING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO:
CONSTRUCTION FENCING, BARRICADES, SIGNAGE, ETC.
· CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITIES AND NOTIFYING THE APPROPRIATE UTILITY COMPANY PRIOR TO
BEGINNING CONSTRUCTION.
· CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
GENERAL DEMO NOTES:
PROPOSED CONCRETE RIBBON CURB DEMO AREA
0'
SCALE 1" = 20'
20' 40' 60'
ST
A T E L
O O
P
S. HWY 1788
TYP. A. EXISTING TREE TO REMAIN. PROTECT TREE DURING ALL DEMOLITION AND
CONSTRUCTION ACTIVITIES PER DETAILS, BELOW.
B. CONTRACTOR TO REMOVE PORTION OF BLOCK WALL AND REPLACED.
C. CAUTION!! LOCATION OF OVER HEAD UTILITY LINE, COORDINATE WITH
ONCOR.
D. CAUTION!! LOCATION OF GAS LINE. COORDINATE WITH ATMOS TO
RELOCATE OUT OF NEW SIGN PLACEMENT.
E. DEMOLISH EXISTING CONCRETE AND REMOVE FROM SITE.
F. CONTRACTOR TO PROTECT EXISTING BLOCK SIDEWALKS AND PATHS.
G. CONTRACTOR TO PROTECT EXISTING BLOCK WALL.
DEMOLITION NOTES
AutoCAD SHX Text
ANDREW L. MELLEN
AutoCAD SHX Text 106572
F O
F O
F O
F O
F O
F O
F O
F O
F O
F O
F O
F O
F O
F O
SI
SI
SI
SI
SI
SI
SI
EM
SWB
CB
U
EM
EB
CB U
LA
F
O R C E B
LV
D . ( R .O
.W
W. HWY 80 E
N 79°44'42" W
165.98'
N 60°01'48" E 279.52'
S
°5
'3
.8
S 59°49'08" W 116.69'
22.0'
5.
5'
CENTER OF OUTER
RAISED CIRCLE PLANTER
WALLS
N: 10,669,449.01 E: 1,714,196.95
N: 10,669,454.51 E: 1,714,196.95
N: 10,669,454.51 E: 1,714,174.95
N: 10,669,449.01 E: 1,714,174.95
.6
.9
28.0'
17.0'
15.0'
15.3'
16.8'
4.
0'
28.0'
N
°5
'3
.9
N
°0
'2
.8
FUTURE LANDSCAPING
FUTURE LANDSCAPING
FUTURE LANDSCAPING
FUTURE LANDSCAPING
D R
A W
N B
Y
D A
T E
OF
JO
B
A P P R
SHEET
C
O P Y
R
IG
H T
A
L L R
IG
H
T S
R E
SE
R V
E D
R E V
IS
IO
N S
/2
/2
D A
T E
B Y
F \2
-C
IT
Y
O F M
ID
L A
N D
-M A
F S
IG
N
A G
E C
O N
C E P T
S A
N D
D E
SI
G N
\D R
A W
IN
G
S\ C
IV
IL
C O
N
ST
R U
C T
IO
N
S E T
\2 C
D
IM
E N
SI
O
N A
L P
L A
N .D
W G
C A
D
C H
E C
K E D
B Y
C
A D
A P P R
O V
E D
B Y
A
L M
Δ M
A V
E R
IC
K
E N
G
IN
E E
R
IN
G
S U
R V
E Y
W
A T
E R
R E
S O
U R
C E
S
W
W al l St
St e "K
M id la n d T
X
T e l:
(4
-0
(4
-0
E N
G
IN
E E R
F
IR
M
F -1
SU
R
V E Y
F
IR
M w w w .M a ve ri ck
-E n g.
co m
Know what's below.
before you dig.Call
R
M
ID
L A
N D
I N
T E R
N A
T
IO
N A
L A
IR
S P A
C E P
O R
T B
E A
U T
IF
IC
A T
IO
N
C
IT
Y O
F M
ID
L A
N D
M
ID
L A
N D
C O
U N
T Y
T
E X
A S
D
IM
E N
S
IO
N A
L P
L A
N (L
A F
O R
C E
B L
V D
B
I
· DIMENSIONS SHOWN ARE TYPICALLY TO BACK OF CURB
UNLESS NOTED OTHERWISE.
DIMENSIONAL NOTE:
C200
RADIUS = 558.95'
ARC LENGTH = 206.15'
CB = S 19°50'36" E
DIST. = 204.99'
∆ = 21°07'56"
0'
SCALE 1" = 20'
20' 40' 60'
LEGEND
DENOTES FOUND MONUMENT AS NOTED
EM DENOTES EXISTING ELECTRIC METER
CB DENOTES EXISTING CABLE BOX
DENOTES EXISTING LIGHT POLE
PP DENOTES EXISTING POWER POLE
SI DENOTES EXISTING SIGN
OH
DENOTES BOUNDARY LINE
DENOTES EXISTING OVERHEAD ELECTRIC LINE
DENOTES EDGE OF ASPHALT
FO DENOTES EXISTING FIBER OPTIC LINE
EB DENOTES EXISTING ELECTRIC BOX
DENOTES EXISTING LOT LINE
DENOTES EXISTING REFLECTORS
E DENOTES EXISTING ELECTRIC LINE
G DENOTES EXISTING GAS LINE
U DENOTES EXISTING UTILITY MARKER
DENOTES EXISTING GUY ANCHOR
SWB DENOTES SOUTHWESTERN BELL MANHOLE
BEARINGS, DISTANCES AND COORDINATES SHOWN ARE RELATIVE
TO THE TEXAS STATE PLANE COORDINATE SYSTEM, TEXAS
CENTRAL ZONE, NAD 1983. ELEVATIONS ARE BASED ON GPS
OBSERVATIONS CONFORMING TO NAVD 1988.
TEMPORARY BENCHMARK #1:
SURVEY PERFORMED BY MAVERICK ENGINEERING,. CONTACT
MAVERICK ENGINEERING. FOR CONSTRUCTION BENCHMARKS OR
CONTROL STAKING 432-262-0999
BENCHMARK:
AutoCAD SHX Text
ANDREW L. MELLEN
AutoCAD SHX Text 106572
17.0'
OH
OH
OH
OH
OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH
O H
O H
O H
O H
O H
O H
O H
O H
O H
O H
O H
O H
SI
SI
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
EB
TC
B
EB
TC
B
TC
B
EB
TC
B
TC
B
PP PP
EM
G G
G
G
G
G
G
G
0.7'
.0
5.5'
N: 10,671,125.93 E: 1,710,657.91
N: 10,671,120.62 E: 1,710,656.49
N: 10,671,121.56 E: 1,710,674.33
N: 10,671,116.24 E: 1,710,672.92
4.9'
10.4'
.0
12.0'
2.
6'
5.
5'
N: 10,670,940.50 E: 1,710,787.60
N: 10,670,922.68 E: 1,710,788.88
N: 10,670,923.99 E: 1,710,783.54
N: 10,670,939.18 E: 1,710,792.94
N: 10,670,931.56 E: 1,710,788.35
N: 10,671,121.19 E: 1,710,665.43
ST
A T E L
O O
P 4
1.5'
1.5'
7.
1'
R .0
R
.0
R12.0'
R10.0'
7.4'
1.
5'
1.
5'
7.1'
7.
4'
GAS LINE TO BE
RE-LOCATED
D R
A W
N B
Y
D A
T E
OF
JO
B
A P P R
SHEET
C
O P Y
R
IG
H T
A
L L R
IG
H
T S
R E
SE
R V
E D
R E V
IS
IO
N S
/2
/2
D A
T E
B Y
F \2
-C
IT
Y
O F M
ID
L A
N D
-M A
F S
IG
N
A G
E C
O N
C E P T
S A
N D
D E
SI
G N
\D R
A W
IN
G
S\ C
IV
IL
C O
N
ST
R U
C T
IO
N
S E T
\2 C
D
IM
E N
SI
O
N A
L P
L A
N .D
W G
C A
D
C H
E C
K E D
B Y
C
A D
A P P R
O V
E D
B Y
A
L M
Δ M
A V
E R
IC
K
E N
G
IN
E E
R
IN
G
S U
R V
E Y
W
A T
E R
R E
S O
U R
C E
S
W
W al l St
St e "K
M id la n d T
X
T e l:
(4
-0
(4
-0
E N
G
IN
E E R
F
IR
M
F -1
SU
R
V E Y
F
IR
M w w w .M a ve ri ck
-E n g.
co m
Know what's below.
before you dig.Call
R
M
ID
L A
N D
I N
T E R
N A
T
IO
N A
L A
IR
S P A
C E P
O R
T B
E A
U T
IF
IC
A T
IO
N
C
IT
Y O
F M
ID
L A
N D
M
ID
L A
N D
C O
U N
T Y
T
E X
A S
D
IM
E N
S
IO
N A
L P
L A
N (S
T A
T E
L O
O P
· DIMENSIONS SHOWN ARE TYPICALLY TO BACK OF CURB
UNLESS NOTED OTHERWISE.
DIMENSIONAL NOTE:
C201
LEGEND
DENOTES FOUND MONUMENT AS NOTED
EM DENOTES EXISTING ELECTRIC METER
CB DENOTES EXISTING CABLE BOX
DENOTES EXISTING LIGHT POLE
PP DENOTES EXISTING POWER POLE
SI DENOTES EXISTING SIGN
OH
DENOTES BOUNDARY LINE
DENOTES EXISTING OVERHEAD ELECTRIC LINE
DENOTES EDGE OF ASPHALT
FO DENOTES EXISTING FIBER OPTIC LINE
EB DENOTES EXISTING ELECTRIC BOX
DENOTES EXISTING LOT LINE
DENOTES EXISTING REFLECTORS
E DENOTES EXISTING ELECTRIC LINE
G DENOTES EXISTING GAS LINE
U DENOTES EXISTING UTILITY MARKER
DENOTES EXISTING GUY ANCHOR
SWB DENOTES SOUTHWESTERN BELL MANHOLE
0'
SCALE 1" = 10'
10' 20' 30'
S. HWY 1788
BEARINGS, DISTANCES AND COORDINATES SHOWN ARE RELATIVE
TO THE TEXAS STATE PLANE COORDINATE SYSTEM, TEXAS
CENTRAL ZONE, NAD 1983. ELEVATIONS ARE BASED ON GPS
OBSERVATIONS CONFORMING TO NAVD 1988.
TEMPORARY BENCHMARK #1:
SURVEY PERFORMED BY MAVERICK ENGINEERING,. CONTACT
MAVERICK ENGINEERING. FOR CONSTRUCTION BENCHMARKS OR
CONTROL STAKING 432-262-0999
BENCHMARK:
AutoCAD SHX Text
ANDREW L. MELLEN
AutoCAD SHX Text 106572
F O
F O
F O
F O
F O
F O
F O
F O
F O
F O
F O
F O
F O
F O
SI
SI
SI
SI
SI
SI
SI
EM
SWB
CB
U
EM
EB
CB U
LA
F
O R C E B
LV
D
R .O
.W
W. HWY 80 E
N 79°44'42" W
165.98'
N
°5
'3
.9
N 60°01'48" E 279.52'
S
°5
'3
.8
S 59°49'08" W 116.69'
N
°0
'2
.8
FUTURE LANDSCAPING
FUTURE LANDSCAPING
FUTURE LANDSCAPING
FUTURE LANDSCAPING
1 17.0 LF
15.0 LF6
8.0 LF
EACH
D R
A W
N B
Y
D A
T E
OF
JO
B
A P P R
SHEET
C
O P Y
R
IG
H T
A
L L R
IG
H
T S
R E
SE
R V
E D
R E V
IS
IO
N S
/2
/2
D A
T E
B Y
F \2
-C
IT
Y
O F M
ID
L A
N D
-M A
F S
IG
N
A G
E C
O N
C E P T
S A
N D
D E
SI
G N
\D R
A W
IN
G
S\ C
IV
IL
C O
N
ST
R U
C T
IO
N
S E T
\2 C
P
A V
IN
G
P L A
N .D
W G C A
D
C H
E C
K E D
B Y
C
A D
A P P R
O V
E D
B Y
A
L M
Δ M
A V
E R
IC
K
E N
G
IN
E E
R
IN
G
S U
R V
E Y
W
A T
E R
R E
S O
U R
C E
S
W
W al l St
St e "K
M id la n d T
X
T e l:
(4
-0
(4
-0
E N
G
IN
E E R
F
IR
M
F -1
SU
R
V E Y
F
IR
M w w w .M a ve ri ck
-E n g.
co m
Know what's below.
before you dig.Call
R
M
ID
L A
N D
I N
T E R
N A
T
IO
N A
L A
IR
S P A
C E P
O R
T B
E A
U T
IF
IC
A T
IO
N
C
IT
Y O
F M
ID
L A
N D
M
ID
L A
N D
C O
U N
T Y
T
E X
A S
P A
V
IN
G P
L A
N (L
A F
O R
C E
B L
V D
C210
LEGEND
DENOTES FOUND MONUMENT AS NOTED
EM DENOTES EXISTING ELECTRIC METER
CB DENOTES EXISTING CABLE BOX
DENOTES EXISTING LIGHT POLE
PP DENOTES EXISTING POWER POLE
SI DENOTES EXISTING SIGN
OH
DENOTES BOUNDARY LINE
DENOTES EXISTING OVERHEAD ELECTRIC LINE
DENOTES EDGE OF ASPHALT
FO DENOTES EXISTING FIBER OPTIC LINE
EB DENOTES EXISTING ELECTRIC BOX
DENOTES EXISTING LOT LINE
DENOTES EXISTING REFLECTORS
E DENOTES EXISTING ELECTRIC LINE
G DENOTES EXISTING GAS LINE
U DENOTES EXISTING UTILITY MARKER
DENOTES EXISTING GUY ANCHOR
SWB DENOTES SOUTHWESTERN BELL MANHOLE
0'
SCALE 1" = 20'
20' 40' 60'
1. INSTALL CONCRETE LANDSCAPE RIBBON PER DETAIL 8 ON SHEET C221.
2. INSTALL MONUMENT PER STRUCTURAL PLANS, DETAILS INCLUDED ON C220.
3. CONTRACTOR TO PREP FOR FUTURE LANDSCAPING.
4. INSTALL FOOTING PER STRUCTURAL PLANS, DETAILS INCLUDED ON C221.
5. INSTALL MONUMENT LIGHTING PER M.E.P. PLANS.
6. REBUILDING EXISTING CONCRETE LANDSCAPE BLOCK WALL.
7. PIPE PASS BELOW FOOTING PER STRUCTURAL PLANS.
8. REPLACE EXISTING LANDSCAPE ROCK.
9. CONTRACTOR TO INSTALL LANDSCAPE WALLS PER DETAILS 4 ON SHEET C220 AND DETAIL 6
ON SHEET C221. SEE STRUCTURAL PLANS FOR FULL DETAIL SECTION.
10. CONTRACTOR TO INSTALL 4" LANDSCAPE SLEEVE.
TYP.
PAVING NOTES:
AutoCAD SHX Text
ANDREW L. MELLEN
AutoCAD SHX Text 106572
O H
OH OH
O H
O H
OH
OH
OH
OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH
O H
O H
O H
O H
O H
O H
O H
O H
SI
SI SI
SI
SI
G
G
G
G
G
G
G
G
G
G
G G
G
W W
EB
UEB
U CBSW
B
TC
B
PP
PP
EB
TC
B
TC
B
EB
TC
B
TC
BPP PP
EM
G
G
G
G
CAUTION!!!
GAS LINE
8.0 LF
EACH
8.0 LF
EACH
GAS LINE
TO BE
RE-LOCATED
D R
A W
N B
Y
D A
T E
OF
JO
B
A P P R
SHEET
C
O P Y
R
IG
H T
A
L L R
IG
H
T S
R E
SE
R V
E D
R E V
IS
IO
N S
/2
/2
D A
T E
B Y
F \2
-C
IT
Y
O F M
ID
L A
N D
-M A
F S
IG
N
A G
E C
O N
C E P T
S A
N D
D E
SI
G N
\D R
A W
IN
G
S\ C
IV
IL
C O
N
ST
R U
C T
IO
N
S E T
\2 C
P
A V
IN
G
P L A
N .D
W G C A
D
C H
E C
K E D
B Y
C
A D
A P P R
O V
E D
B Y
A
L M
Δ M
A V
E R
IC
K
E N
G
IN
E E
R
IN
G
S U
R V
E Y
W
A T
E R
R E
S O
U R
C E
S
W
W al l St
St e "K
M id la n d T
X
T e l:
(4
-0
(4
-0
E N
G
IN
E E R
F
IR
M
F -1
SU
R
V E Y
F
IR
M w w w .M a ve ri ck
-E n g.
co m
Know what's below.
before you dig.Call
R
M
ID
L A
N D
I N
T E R
N A
T
IO
N A
L A
IR
S P A
C E P
O R
T B
E A
U T
IF
IC
A T
IO
N
C
IT
Y O
F M
ID
L A
N D
M
ID
L A
N D
C O
U N
T Y
T
E X
A S
P A
V
IN
G P
L A
N (S
T A
T E
L O
O P
C211
LEGEND
DENOTES FOUND MONUMENT AS NOTED
EM DENOTES EXISTING ELECTRIC METER
CB DENOTES EXISTING CABLE BOX
DENOTES EXISTING LIGHT POLE
PP DENOTES EXISTING POWER POLE
SI DENOTES EXISTING SIGN
OH
DENOTES BOUNDARY LINE
DENOTES EXISTING OVERHEAD ELECTRIC LINE
DENOTES EDGE OF ASPHALT
FO DENOTES EXISTING FIBER OPTIC LINE
EB DENOTES EXISTING ELECTRIC BOX
DENOTES EXISTING LOT LINE
DENOTES EXISTING REFLECTORS
E DENOTES EXISTING ELECTRIC LINE
G DENOTES EXISTING GAS LINE
U DENOTES EXISTING UTILITY MARKER
DENOTES EXISTING GUY ANCHOR
SWB DENOTES SOUTHWESTERN BELL MANHOLE
0'
SCALE 1" = 20'
20' 40' 60'
ST
A T E L
O O
P
S. HWY 1788
CAUTION!!!
OVERHEAD ELECTRIC
CAUTION!!!
OVERHEAD ELECTRIC
CAUTION!!!
WATER MAIN
1. INSTALL CONCRETE LANDSCAPE RIBBON PER DETAIL 8 ON SHEET C221.
2. INSTALL MONUMENT PER STRUCTURAL PLANS, DETAILS INCLUDED ON C220.
3. CONTRACTOR TO PREP FOR FUTURE LANDSCAPING.
4. INSTALL FOOTING PER STRUCTURAL PLANS, DETAILS INCLUDED ON C221.
5. INSTALL MONUMENT LIGHTING PER M.E.P. PLANS.
6. REBUILDING EXISTING CONCRETE LANDSCAPE BLOCK WALL.
7. PIPE PASS BELOW FOOTING PER STRUCTURAL PLANS.
8. REPLACE EXISTING LANDSCAPE ROCK.
9. CONTRACTOR TO INSTALL LANDSCAPE WALLS PER DETAILS 4 ON SHEET C220 AND DETAIL 6
ON SHEET C221. SEE STRUCTURAL PLANS FOR FULL DETAIL SECTION.
10. CONTRACTOR TO INSTALL 4" LANDSCAPE SLEEVE.
TYP.
PAVING NOTES:
AutoCAD SHX Text
ANDREW L. MELLEN
AutoCAD SHX Text 106572
M i d l a n d I n t e r n a t i o n a l A i r & S p a c e P o r t
15' - 0"
2' - 0"
SEE STRUCTURAL PLANS
SEE STRUCTURAL PLANS
M i d l a n d I n t e r n a t i o n a l A i r & S p a c e P o r t
SEE DETAIL 6 ON SHEET C221
AND STRUCTURAL PLANS
SEE DETAIL 6 ON SHEET C221
AND STRUCTURAL PLANS
M i d l a n d I n t e r n a t i o n a l A i r & S p a c e P o r t
3' - 0"
18' - 0"
SEE STRUCTURAL PLANS
SEE STRUCTURAL PLANS
M i d l a n d I n t e r n a t i o n a l A i r & S p a c e P o r t
1.5'
.6
28.0' 28.0'
.9
1.3' 4.3'5.5'5.0'
0.8'
22.0'
18.0' 5 .5
.3
CENTER
SEE STRUCTURAL PLANS
EXISTING PLANTER WALL
17' - 0"
8" CMU WALL
9 1/4" 5' - 0" 7' - 0" 1' - 6 1/4"
8 1/2"
1' - 0" 15' - 0" (OUT-TO-OUT CONCRETE)
SEE STRUCTURAL PLANS
SEE STRUCTURAL PLANS
BRICK WALL SEE SECTION DETAIL NO. 6 ON SHEET
C221
1' - 0"
FOOTING BELOW
D R
A W
N B
Y
D A
T E
OF
JO
B
A P P R
SHEET
C
O P Y
R
IG
H T
A
L L R
IG
H
T S
R E
SE
R V
E D
R E V
IS
IO
N S
/2
/2
D A
T E
B Y
F \2
-C
IT
Y
O F M
ID
L A
N D
-M A
F S
IG
N
A G
E C
O N
C E P T
S A
N D
D E
SI
G N
\D R
A W
IN
G
S\ C
IV
IL
C O
N
ST
R U
C T
IO
N
S E T
\2 C
P
A V
IN
G
D E T
A
IL
S.
D
W G
C A
D
C H
E C
K E D
B Y
C
A D
A P P R
O V
E D
B Y
A
L M
Δ M
A V
E R
IC
K
E N
G
IN
E E
R
IN
G
S U
R V
E Y
W
A T
E R
R E
S O
U R
C E
S
W
W al l St
St e "K
M id la n d T
X
T e l:
(4
-0
(4
-0
E N
G
IN
E E R
F
IR
M
F -1
SU
R
V E Y
F
IR
M w w w .M a ve ri ck -E n g.
co m
Know what's below.
before you dig.Call
R
M
ID
L A
N D
I N
T E R
N A
T
IO
N A
L A
IR
S P A
C E P
O R
T B
E A
U T
IF
IC
A T
IO
N
C
IT
Y O
F M
ID
L A
N D
M
ID
L A
N D
C O
U N
T Y
T
E X
A S
FOUNDATION NOTES
1. CONTRACTOR SHALL VERIFY ANY DIMENSIONS SHOWN WITH ARCHITECTURAL
DRAWINGS.
2. FOR FOOTING EXCAVATION AND SOIL PREPARATION REQUIREMENTS SEE G.S.N.
3. FOR SIDEWALK LOCATIONS, SEE ARCH'L DRAWINGS.
C220
D E
T A
IL
S
MONUMENT STYLE 2 ELEVATION VIEW (STATE LOOP 40)
N.T.S.4 N.T.S. (SEE STRUCTURAL PLANS)
MONUMENT STYLE 1 ELEVATION VIEW (LA FORCE BLVD.)
N.T.S. (SEE STRUCTURAL PLANS)1
MONUMENT STYLE 1 FOUNDATION PLAN (LA FORCE BLVD.) 2 1:10 (SEE STRUCTURAL PLANS)
MONUMENT STYLE 2 FOUNDATION PLAN ( STATE LOOP 40)
N.T.S.3 N.T.S. (SEE STRUCTURAL PLANS)
R .0
R1 2.
0'
1.00% MIN. 1.00% MIN.
1.00% MIN. 1.00% MIN.
CONTRACTOR TO
INSTALL
AUSTIN ROCK
FACADE
AutoCAD SHX Text
ANDREW L. MELLEN
AutoCAD SHX Text 106572
A W
N B
Y
D A
T E
OF
JO
B
A P P R
SHEET
C
O P Y
R
IG
H T
A
L L R
IG
H
T S
R E
SE
R V
E D
R E V
IS
IO
N S
/2
/2
D A
T E
B Y
F \2
-C
IT
Y
O F M
ID
L A
N D
-M A
F S
IG
N
A G
E C
O N
C E P T
S A
N D
D E
SI
G N
\D R
A W
IN
G
S\ C
IV
IL
C O
N
ST
R U
C T
IO
N
S E T
\2 C
P
A V
IN
G
D E T
A
IL
S.
D
W G
C A
D
C H
E C
K E D
B Y
C
A D
A P P R
O V
E D
B Y
A
L M
Δ M
A V
E R
IC
K
E N
G
IN
E E
R
IN
G
S U
R V
E Y
W
A T
E R
R E
S O
U R
C E
S
W
W al l St
St e "K
M id la n d T
X
T e l:
(4
-0
(4
-0
E N
G
IN
E E R
F
IR
M
F -1
SU
R
V E Y
F
IR
M w w w .M a ve ri ck -E n g.
co m
Know what's below.
before you dig.Call
R
M
ID
L A
N D
I N
T E R
N A
T
IO
N A
L A
IR
S P A
C E P
O R
T B
E A
U T
IF
IC
A T
IO
N
C
IT
Y O
F M
ID
L A
N D
M
ID
L A
N D
C O
U N
T Y
T
E X
A S
17C221
P A
V
IN
G D
E T
A
IL
S
NOTES:
1. CONCRETE FILL TO BE PLACED FULL WIDTH OF PIPE TRENCH.
2. FOR PIPE BURIAL DEPTH OF 3'-1" OR MORE, CONTRACTOR SHALL BACK
FILL AND RECOMPACT TRENCH AS REQUIRED.
PIPE
PROVIDE SLEEVE
AROUND PIPE
M
IN
M A
X
M
IN
CONCRETE FILL
BOTTOM OF FOOTING
5' - 6"
ELEV.
REF: CIVIL
C L R
3" CLR.
C L R
V A
R
IE
S
R
1' - 7" 1' - 7"
600T125-43
600S162-43
AT 16" O.C.
8" 6"
2' - 0"
C L R
3" CLR.
ELEV.
PER GRADING
PLANS
ELEV.
8 1/4"
MONUMENT BASE SECTION VIEW
N.T.S. (SEE STRUCTURAL PLANS)5
WALL SECTION VIEW
N.T.S. (SEE STRUCTURAL PLANS)6
PIPE PASSING BELOW FOOTING
N.T.S. (SEE STRUCTURAL PLANS)7
LANDSCAPING ROCK
4"
6"
9"
EXTEND BASE SECTION 4"
BEYOND EDGE OF RIBBON
CONCRETE LANDSCAPE RIBBON DETAIL (GRAVEL ADJ.)
N.T.S. (SEE STRUCTURAL PLANS)
NATURAL GROUND
NOTES:
· WHERE NOT SPECIFIED ELSEWHERE, CONCRETE IS TO
HAVE THE FOLLOWING PROPERTIES;
·· 3,600 PSI COMPRESSIVE STRENGTH @ 28 DAYS.
·· COARSE AGGREGATE IS TO BE ASTM C33, GRADE
NO. 67 COMPLIANT.
·· CEMENT IS TO BE ASTM C150 TYPE I / II OR C595
TYPE IL COMPLIANT.
· REINFORCE AS SHOWN. REINFORCEMENT IS TO
COMPLY WITH ASTM A615 AND HAVE A MINIMUM
TENSILE YIELD STRENGTH OF 60,000 PSI.
· BACKFILLING AGAINST CURB IS NOT TO BE
PERMITTED UNTIL CONCRETE HAS REACHED ITS FULL
28 DAY STRENGTH. CARE IS TO BE TAKEN TO AVOID
EXERTING LARGE IMPACT FORCE ON THE CURB.
· PROVIDE 3 INCH CLEAR CONCRETE COVER AT ALL
REINFORCEMENT STEEL, TYPICAL.
· BASE AND COMPACTED SUBGRADE ARE TO EXTEND
A MINIMUM OF 4" BEYOND THE BACK OF CURB.
PER GRADING
PLANS
AutoCAD SHX Text
ANDREW L. MELLEN
AutoCAD SHX Text 106572
F O
F O
F O
F O
F O
F O
F O
F O
F O
F O
2859.5
.5
.5
.5
.5
2859.5
SI
SI
SI
SI
SI
SI
EM
SWB
CB
U
EM
EB
CB U
LA
F
O R C E B
LV
D. ( R .O
.W
W. HWY 80 E
FG: 2863.60
1.42%
1.
1.
FG: 2863.60
FG: 2863.60
FG:…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .