2-7134-26-ELD - Erskine Site Development Plans.pdf
PDF 10 MB Posted
- Solicitation number
- 7134-26-ELD
- Issued by
- Henderson County, Texas
About this file
This document comprises the site development plans for the Erskine Substation project prepared for Lubbock Power & Light (LP&L), a municipal utility located in Lubbock, Texas. The project, identified as 2-7134-26-ELD, includes comprehensive civil site work consisting of grading and drainage improvements, surfacing and fencing installation, erosion and sediment control measures, demolition and removal of existing structures, and site details for a single-story metal building substation facility. The reference drawings package includes six detailed plan sheets: Overall Site Plan (ER-CI-1000-0), Grading & Drainage Plan (ER-CI-1001-0), Surfacing, Fencing & Road Plans (ER-CI-1002-0), Site Details (ER-CI-1003-0), Erosion & Sediment Control Plan (ER-CI-1004-0), Erosion & Sediment Control Details (ER-CI-1005-0), and Demolition & Removal Plan (ER-CI-1006-0). The sealed proposal deadline is October 29, 2026, at 2:00 p.m. CST, with a non-mandatory pre-proposal conference scheduled for October 6, 2026, at 3:00 p.m. CST and an optional site visit on October 7, 2026, at 10:00 a.m. CST. Award is expected on December 15, 2026, on an all-or-none basis.
The Engineer's Estimated Cost for this project is $3,500,000.00. The site is located in Lubbock, Texas, and utilizes Texas North-Central Zone (4202) coordinates with NAD83 (2011) horizontal datum and NAVD 88 vertical datum. The project scope includes specific requirements for grading with slopes of 3:1 (H:V) or flatter, installation of 8-foot perimeter screening walls constructed to Superior Concrete Products specifications with multi-color exterior painting, aggregate surfacing (4-inch No. 57) and base materials (6-inch TXDOT Item 247 Grade 1 Type A), concrete pavement and aprons with 6-inch reinforced slabs, four 20-foot swing gates, and comprehensive erosion and sediment control including compost filter socks and concrete washout facilities. Contractors are required to contact Texas811 for utility locates prior to construction, perform potholing to verify existing utility locations, establish project baselines per provided control monuments, and complete restoration and stabilization of all disturbed areas unless otherwise noted.
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Text version
H
H
H
X1 X2
X3 X0
H
H
H
X1 X2
X3 X0
P P
P P
P P
P
P P
P P
P P P P P P P P P P P P P P P P P P P
P P
P P
P P
P P
P
P
G
G G G
P
CP-1
CP-2
CP-3
CP-4
CP-5
T T T T J
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S S S S S S S S S S S S S S S S S S S S
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XX
H1 H2
H3
X1
X2 X3
X0
H1 H2
H3
X1
X2 X3
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L
L
X
WFN
W
FN
CFN
CFN
SINGLE STORY
METAL
BUILDING
BENCH
CF
N
CFN
CM
U
FE
N
CE
CMU
FENCE
L
L
CFN
CP-1
CP-2
CP-3
CP-4
H
T
G
TTTT G
T
A
CP-5
T T T T J
J
W
THIS DOCUMENT AND ITS CONTENTS ARE
PROPRIETARY TO LUBBOCK POWER & LIGHT. ANY
REPRODUCTION,DISCLOSURE OR LOG OF THIS
DOCUMENT IS EXPRESSLY PROHIBITED UNLESS
OTHERWISE STATED IN WRITING.
402 MUNICIPAL HILL DR
LUBBOCK, TEXAS 79403
OFFICE:806.775.2553 P.O. BOX 2000 LUBBOCK, TEXAS 79457 FAX:806.775.3590
LUBBOCK POWER & LIGHT
DESCRIPTION OF WORK REV DATEDRAWN BYW.O. NUMBER
APPROVED BY:
DRAWN BY:
CHECKED BY:
SCALE:
DATE:
SHEET#
DWG#:
ERSKINE SUBSTATION
R
ENGINEER OF RECORD
FOR PROJECT 419730
TBPE FIRM# F-258
166 CENTURY CT, SUITE 300
COLLEGE STATION, TX 77840
REVISION
OVERALL SITE PLAN
ER-CI-1000-0
ISSUED FOR CONSTRUCTION
04/06/2026 1" = 20'-0"
SS
AO
DOL
20' 10' 0 20' 40'
1"=20'
VICINITY MAP
Scale:1"=500'
SITE
ER-CI-1000-0 - OVERALL SITE PLAN
ER-CI-1001-0 - GRADING & DRAINAGE PLAN
ER-CI-1002-0 - SURFACING, FENCING & ROAD PLANS
ER-CI-1003-0 - SITE DETAILS
ER-CI-1004-0 - EROSION & SEDIMENT CONTROL PLAN
ER-CI-1005-0 - EROSION & SEDIMENT CONTROL DETAILS
ER-CI-1006-0 - DEMOLITION & REMOVAL PLAN
REFERENCE DRAWINGS:
THE DISTRIBUTION AND USE OF THE NATIVE
FORMAT CAD FILE OF THIS DRAWING IS
UNCONTROLLED. THE USER SHALL VERIFY
TRACEABILITY OF THIS DRAWING TO THE LATEST
CONTROLLED VERSION.
APPROVED FOR
CONSTRUCTION
EXISTING CONTROL MONUMENT TABLE
NO. NORTHING EASTING ELEVATION DESCRIPTION
CP-1 7284061.15 939651.52 3217.20 FOUND ' ' ON TOP OF CURB
CP-2 7284107.68 939537.87 3217.48 FOUND ' ' ON TOP OF CURB
CP-3 7283901.83 939596.83 3217.20 FOUND 1/2" IRON ROD w/RED CAP
CP-4 7283887.08 939822.14 3216.97 CUT 'X' ON TOP OF CONCRETE
CP-5 7284112.28 939878.02 3216.50 CUT 'X' ON TOP OF CONCRETE
LUBBOCK POWER & LIGHT
402 MUNICIPAL DRIVE, LUBBOCK, TEXAS 79403
PHONE: (806) 775-3516 FAX: (806) 775-3590
CONTACTS:
UTILITY:
SURVEYOR:
ENGINEER:
LUBBOCK POWER & LIGHT
402 MUNICIPAL DRIVE, LUBBOCK, TEXAS 79403
PHONE: (806) 775-3516 FAX: (806) 775-3590
HUGO REED AND ASSOCIATES, INC.
1601 AVENUE N, LUBBOCK, TEXAS 79403
PHONE: (806) 763-5642 FAX: (806) 763-3891
BLACK & VEATCH
166 CENTURY CT, SUITE 300
COLLEGE STATION, TEXAS 77840
PHONE: (913) 458-8725
CONTACTS:
UTILITY:
SURVEYOR:
ENGINEER:
1. COORDINATES SHOWN ARE BASED ON THE TEXAS NORTH-CENTRAL ZONE(4202);
HORIZONTAL DATUM: NAD83 (2011); VERTICAL DATUM: NAVD 88.
2. EXISTING SITE BOUNDARY AND UNDERGROUND UTILITIES BASED
ON SURVEY INFORMATION BY HUGO REED AND ASSOCIATES DECEMBER 12, 2024.
3. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING UTILITIES BEFORE STARTING
CONSTRUCTION. CONTRACTOR TO PERFORM POTHOLING TO DETERMINE LOCATION OF
EXISTING UTILITIES WITHIN VICINITY OF CONSTRUCTION. UTILITY LOCATION AND
INFORMATION SHOWN IS BASED ON PROJECT SURVEY.
4. IT IS CONTRACTOR'S RESPONSIBILITY TO PROVIDE PROPER NOTIFICATION OF
CONSTRUCTION/GRADING ACTIVITIES PRIOR TO BEGINNING PROJECT AND TO FOLLOW ALL
APPLICABLE PROPER TEXAS EXCAVATION SAFETY SYSTEM RULES TO AVOID UTILITY
DISRUPTION. REFER TO NOTE 5.
5. CONTRACTOR SHALL CONTACT TEXAS811 FOR UTILITY LOCATES PRIOR TO COMMENCING
GRADING/CONSTRUCTION ACTIVITY.
6. THE UNDERGROUND UTILITY LOCATIONS AND INFORMATION SHOWN HEREON HAS BEEN
LOCATED FROM FIELD SURVEY OBSERVATIONS AND CORRESPONDENCE WITH THE
RESPECTIVE UTILITY ENTITIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE
UNDERGROUND UTILITY LOCATIONS AND INFORMATION SHOWN HEREON COMPRISE ALL
SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR
FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE
EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS
ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR HAS NOT
PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. THE CONTRACTOR NEEDS TO
ACCURATELY LOCATE AND VERIFY ALL UTILITY LOCATIONS AND ELEVATIONS BEFORE
CONSTRUCTION BEGINS.
7. PROJECT BASELINES SHALL BE ESTABLISHED PER THE COORDINATES PROVIDED ON THE
TABLE ON THIS DRAWING. FOUR MONUMENTS SHALL BE SET AT THESE LOCATIONS.
8. SUBSTATION LAYOUT IS SHOWN FOR REFERENCE PURPOSES ONLY. REFER TO
SUBSTATION ABOVE AND BELOW GRADE DRAWINGS FOR DETAILS, DIMENSIONS, AND
OTHER CONSTRUCTION INFORMATION.
GENERAL NOTES:1. CONTRACTOR SHALL CONTACT TEXAS811
FOR UTILITY LOCATIONS PRIOR TO
COMMENCING GRADING/CONSTRUCTION
ACTIVITY.
DIG-TESS NOTE:
T
LEGEND:
PROPERTY LINE
BASELINE
NEW PRECAST WALL
EASEMENT LINE
EXISTING TELEPHONE RISER
EXISTING JUNCTION BOX
EXISTING CONTROL MONUMENT
EXISTING POWER POLE METAL
EXISTING CONCRETE PAVEMENT
EXISTING POWER POLE
P
G EXISTING GAS LINE
EXISTING OVERHEAD POWER LINE
EXISTING CONCRETE FOUNDATION
PP
NEW MONUMENT M-#
BASELINE TABLE
NO. NORTHING EASTING
M-1 7284044.52 939703.19
M-2 7283990.14 939811.55
M-3 7283918.58 939699.28
M-4 7283997.83 939563.67
EAST-WESTM-4
M-1
M-2
M-3
NO
RT
H-
SO
UT
H
BASELINE
BA
SE
LIN
E
EXISTING BENCH
J
09/APR/2026
H
H
X1 X2
X3 X0
H
H
H
X1 X2
X3 X0
P P
P P
P P
P
P P
P P
P P P P P P P P P P P P P P P P P P P
P P
P P
P P
P P
P
P
G
G G G
P
CP-1
CP-2
CP-3
CP-4
CP-5
3217.5
3217.0
3217.53217.5 3217.0
0.25%
0.50%
1.
0.
0.54%
T T T T J
.0
J
3217.0
EL 3217.24 EL 3217.24
EL 3216.87
3217.5
3217.0
EL 3217.92
EL 3217.92
3217.5
3217.0
.0
3217.0
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 W
S S S S S S S S S S S S S S S S S S S S
G G G G G G G G G G G
EL 3217.92
EL 3217.92
X
X
X
THIS DOCUMENT AND ITS CONTENTS ARE
PROPRIETARY TO LUBBOCK POWER & LIGHT. ANY
REPRODUCTION,DISCLOSURE OR LOG OF THIS
DOCUMENT IS EXPRESSLY PROHIBITED UNLESS
OTHERWISE STATED IN WRITING.
402 MUNICIPAL HILL DR
LUBBOCK, TEXAS 79403
OFFICE:806.775.2553 P.O. BOX 2000 LUBBOCK, TEXAS 79457 FAX:806.775.3590
LUBBOCK POWER & LIGHT
DESCRIPTION OF WORK REV DATEDRAWN BYW.O. NUMBER
APPROVED BY:
DRAWN BY:
CHECKED BY:
SCALE:
DATE:
SHEET#
DWG#:
ERSKINE SUBSTATION
R
ENGINEER OF RECORD
FOR PROJECT 419730
TBPE FIRM# F-258
166 CENTURY CT, SUITE 300
COLLEGE STATION, TX 77840
REVISION
GRADING & DRAINAGE PLAN
ER-CI-1001-0
ISSUED FOR CONSTRUCTION
04/06/2026 1" = 20'-0"
SS
AO
DOL
20' 10' 0 20' 40'
1"=20'
ER-CI-1000-0 - OVERALL SITE PLAN
ER-CI-1001-0 - GRADING & DRAINAGE PLAN
ER-CI-1002-0 - SURFACING, FENCING & ROAD PLANS
ER-CI-1003-0 - SITE DETAILS
ER-CI-1004-0 - EROSION & SEDIMENT CONTROL PLAN
ER-CI-1005-0 - EROSION & SEDIMENT CONTROL DETAILS
ER-CI-1006-0 - DEMOLITION & REMOVAL PLAN
REFERENCE DRAWINGS:
THE DISTRIBUTION AND USE OF THE NATIVE
FORMAT CAD FILE OF THIS DRAWING IS
UNCONTROLLED. THE USER SHALL VERIFY
TRACEABILITY OF THIS DRAWING TO THE LATEST
CONTROLLED VERSION.
APPROVED FOR
CONSTRUCTION
T
LEGEND:
PROPERTY LINE
BASELINE
NEW PRECAST WALL
EASEMENT LINE
EXISTING TELEPHONE RISER
EXISTING JUNCTION BOX
EXISTING CONTROL MONUMENT
EXISTING POWER POLE METAL
EXISTING CONCRETE PAVEMENT
EXISTING POWER POLE
P
G EXISTING GAS LINE
EXISTING OVERHEAD POWER LINE
EXISTING CONCRETE FOUNDATION
1. GRADE SHALL SLOPE UNIFORMLY BETWEEN FINISH SPOT ELEVATIONS AND CONTOURS
SHOWN ON THE PLANS.
2. SLOPES SHALL BE 3:1 (H:V) OR FLATTER, UNLESS NOTED OTHERWISE.
3. CONTRACTOR SHALL ENSURE FINISH GRADE SLOPES AWAY FROM NEW FOUNDATIONS AND
DOES NOT CREATE LOW AREAS WHERE STORMWATER PONDING CAN OCCUR.
4. EXISTING GROUND TOPOGRAPHIC DATA COLLECTED BY HUGO REED AND
ASSOCIATES DECEMBER 12, 2024.
5. COORDINATES SHOWN ARE BASED ON THE TEXAS NORTH-CENTRAL ZONE (4202);
HORIZONTAL DATUM: NAD83 (2011); VERTICAL DATUM: NAVD 88.
6. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR
PRE-CONSTRUCTION CONDITIONS AND STABILIZED, UNLESS NOTED OTHERWISE.
NOTES:
NEW CONTOUR LINE
EXISTING CONTOUR LINE
3217.0
3217.0
EL 3217.24 NEW SPOT ELEVATION
J
PP
NEW MONUMENT M-#
EAST-WESTM-4
M-1
M-2
M-3
NO
RT
H-
SO
UT
H
BASELINE
BA
SE
LIN
E
H
H
X1 X2
X3 X0
H
H
H
X1 X2
X3 X0
P P
P P
P P
P
P P
P P
P P P P P P P P P P P P P P P P P P P
P P
P P
P P
P P
P
P
G
G G G
P
CP-1
CP-2
CP-3
CP-4
CP-5
3217.5
3217.0
3217.53217.5 3217.0
T T T T J
.0
J
3217.0
3217.5
3217.0
3217.5
3217.0
.0
3217.0
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 W
S S S S S S S S S S S S S S S S S S S S
G G G G G G G G G G G
N 7284051.86 E 939562.39
N 7283919.92 E 939558.29
N 7283915.04 E 939812.26
N 7284029.99 E 939815.83
N 7283917.63 E 939632.26
N 7283928.20 E 939632.59
N 7283927.65 E 939650.58
N 7283917.07 E 939650.26
N 7283969.02 E 939813.94
N 7283914.34 E 939738.21
N 7284044.42 E 939802.27
N 7284051.30 E 939582.09
N 7284046.36 E 939742.27
N 7284060.78 E 939569.73
N 7284059.80 E 939595.54 N 7284055.37
E 939729.65 N 7284054.51 E 939755.49
N 7283912.14 E 939809.17
XX
THIS DOCUMENT AND ITS CONTENTS ARE
PROPRIETARY TO LUBBOCK POWER & LIGHT. ANY
REPRODUCTION,DISCLOSURE OR LOG OF THIS
DOCUMENT IS EXPRESSLY PROHIBITED UNLESS
OTHERWISE STATED IN WRITING.
402 MUNICIPAL HILL DR
LUBBOCK, TEXAS 79403
OFFICE:806.775.2553 P.O. BOX 2000 LUBBOCK, TEXAS 79457 FAX:806.775.3590
LUBBOCK POWER & LIGHT
DESCRIPTION OF WORK REV DATEDRAWN BYW.O. NUMBER
APPROVED BY:
DRAWN BY:
CHECKED BY:
SCALE:
DATE:
SHEET#
DWG#:
ERSKINE SUBSTATION
R
ENGINEER OF RECORD
FOR PROJECT 419730
TBPE FIRM# F-258
166 CENTURY CT, SUITE 300
COLLEGE STATION, TX 77840
REVISION
SURFACING, FENCING, & ROAD PLANS
ER-CI-1002-0
ISSUED FOR CONSTRUCTION
04/06/2026 1" = 20'-0"
SS
AO
DOL
20' 10' 0 20' 40'
1"=20'
ER-CI-1000-0 - OVERALL SITE PLAN
ER-CI-1001-0 - GRADING & DRAINAGE PLAN
ER-CI-1002-0 - SURFACING, FENCING & ROAD PLANS
ER-CI-1003-0 - SITE DETAILS
ER-CI-1004-0 - EROSION & SEDIMENT CONTROL PLAN
ER-CI-1005-0 - EROSION & SEDIMENT CONTROL DETAILS
ER-CI-1006-0 - DEMOLITION & REMOVAL PLAN
REFERENCE DRAWINGS:
THE DISTRIBUTION AND USE OF THE NATIVE
FORMAT CAD FILE OF THIS DRAWING IS
UNCONTROLLED. THE USER SHALL VERIFY
TRACEABILITY OF THIS DRAWING TO THE LATEST
CONTROLLED VERSION.
APPROVED FOR
CONSTRUCTION
NOTES:
1. AREAS DISTURBED DURING CONSTRUCTION THAT WILL NOT BE STABILIZED WITH
AGGREGATE SHALL BE SEEDED.
2. LIME, FERTILIZER, SEED MIXTURE RATES, AND MULCHING RATES SHALL BE ASSIGNED FROM
ITEM 164 OF THE TEXAS DEPARTMENT OF TRANSPORTATION SPECIFICATIONS.
3. AGGREGATE INCLUDING 4-INCH (NO. 57) SURFACING AND 6-INCH (TXDOT ITEM 247, GRADE 1, TYPE A) BASE SHALL BE PLACED WITHIN THE SUBSTATION PAD AND EXTEND AT LEAST 5 FEET OUTSIDE OF
THE SUBSTATION FENCING AND GATE SWING RADII.
T
LEGEND:
PROPERTY LINE
BASELINE
NEW PRECAST WALL
EASEMENT LINE
EXISTING TELEPHONE RISER
EXISTING JUNCTION BOX
EXISTING CONTROL MONUMENT
EXISTING POWER POLE METAL
EXISTING CONCRETE PAVEMENT
EXISTING POWER POLE
P
G EXISTING GAS LINE
EXISTING OVERHEAD POWER LINE
EXISTING CONCRETE FOUNDATION
NEW CONCRETE PAVEMENT
NEW AGGREGATE SURFACING
EXISTING CONTOUR LINE
NEW CONTOUR LINE3217.0
3217.0
FENCE CORNER
FENCE CORNER
FENCE CORNER
CL 20' SWING GATE
CL 20' SWING GATE CL 20' SWING GATE
CL 20' SWING GATE
SECTION A-A DRIVEWAY SECTION
NOT TO SCALE
6" THICK REINFORCED
CONCRETE
APRON
AGGREGATE
TYPE "C" CURB
SEE CITY OF LUBBOCK
PLATE NO. 36-10
CURB REPAIR
SEE CITY OF LUBBOCK
PLATE NO. 36-4(A)
CONCRETE APRON DETAIL
SCALE: N.T.S.
TYPE "A" CURB
SEE CITY OF LUBBOCK
PLATE NO. 36-10
AGGREGATE
CONCRETE
APRON
EXISTING CURB
TYPE "C" CURB
SEE CITY OF LUBBOCK
PLATE NO. 36-10
CURB REPAIR
SEE CITY OF LUBBOCK
PLATE NO. 36-4(A)
6" CONCRETE SLAB WITH 6"X6" - 6
GAUGE WELDED WIRE FABRIC OR #4
DEFORMED STEEL BARS 12" O.C. BOTH
WAYS, CENTERED IN SLAB.
SEE CITY OF LUBBOCK (36-7)
A
A
EXISTING CURB
20.00'
6.0 0'
J
PP
NEW MONUMENT M-#
EAST-WESTM-4
M-1
M-2
M-3
NO
RT
H-
SO
UT
H
FENCE CORNER
BASELINE
BA
SE
LIN
E
FENCE CORNER
FENCE CORNER
FENCE CORNER
FENCE CORNER
SEE CONCRETE
APRON DETAIL
SEE CONCRETE
APRON DETAIL
R=10'-0" R=10'-0" R=10'-0"
R=10'-0"
FENCE CORNER
FENCE CORNER
THIS DOCUMENT AND ITS CONTENTS ARE
PROPRIETARY TO LUBBOCK POWER & LIGHT. ANY
REPRODUCTION,DISCLOSURE OR LOG OF THIS
DOCUMENT IS EXPRESSLY PROHIBITED UNLESS
OTHERWISE STATED IN WRITING.
402 MUNICIPAL HILL DR
LUBBOCK, TEXAS 79403
OFFICE:806.775.2553 P.O. BOX 2000 LUBBOCK, TEXAS 79457 FAX:806.775.3590
LUBBOCK POWER & LIGHT
DESCRIPTION OF WORK REV DATEDRAWN BYW.O. NUMBER
APPROVED BY:
DRAWN BY:
CHECKED BY:
SCALE:
DATE:
SHEET#
DWG#:
ERSKINE SUBSTATION
R
ENGINEER OF RECORD
FOR PROJECT 419730
TBPE FIRM# F-258
166 CENTURY CT, SUITE 300
COLLEGE STATION, TX 77840
REVISION
SITE DETAILS
ER-CI-1003-0
ISSUED FOR CONSTRUCTION
04/06/2026 1" = 20'-0"
SS
AO
DOL
ER-CI-1000-0 - OVERALL SITE PLAN
ER-CI-1001-0 - GRADING & DRAINAGE PLAN
ER-CI-1002-0 - SURFACING, FENCING & ROAD PLANS
ER-CI-1003-0 - SITE DETAILS
ER-CI-1004-0 - EROSION & SEDIMENT CONTROL PLAN
ER-CI-1005-0 - EROSION & SEDIMENT CONTROL DETAILS
ER-CI-1006-0 - DEMOLITION & REMOVAL PLAN
REFERENCE DRAWINGS:
THE DISTRIBUTION AND USE OF THE NATIVE
FORMAT CAD FILE OF THIS DRAWING IS
UNCONTROLLED. THE USER SHALL VERIFY
TRACEABILITY OF THIS DRAWING TO THE LATEST
CONTROLLED VERSION.
APPROVED FOR
CONSTRUCTION
LINE POST
PANEL
PANEL GAP
W
AL
L H
EI
GH
T:
9' -0
" W / 1
'-0 " R
ET
AI
NE
D
W
AL
L H
EI
GH
T:
8' -0
ELEVATION - SCREENING WALL
NOT TO SCALE
8'- 0"
GROUNDING TABS
(GROUNDING BY OTHERS)
GUSSET PLATES
EACH CORNER
2" X 3/8" FLAT BAR LATCH
1/2" DROP PINS
1" 9'-00" 2" 9'-00" 1"
ELEVATION - 20' GATE
20'-0"
1. SEE DRAWING ER-CI-1002 FOR PERIMETER WALL PLAN.
2. CONTRACTOR SHALL INSTALL A CONCRETE WALL IN ACCORDANCE WITH SUPERIOR
CONCRETE PRODUCTS SPECIFICATIONS.
3. CONTRACTOR SHALL PROVIDE A SUPERIOR COBBLESTONE WALL OR APPROVED EQUAL.
4. CONTRACTOR SHALL PAINT PERIMETER WALL EXTERIOR IN MULTI-COLOR PATTERN PER
LP&L INSTRUCTION.
5. PERIMETER WALL SHALL BE CONSTRUCTED TO A HEIGHT OF 8'-0" ABOVE FINISHED GRADE
UNLESS SPECIFIED OTHERWISE.
6. THE SCREENING WALL SHALL BE STEPPED ACCORDING TO CHANGES IN GRADE.
NOTES:
NOT TO SCALE
H
H
X1 X2
X3 X0
H
H
H
X1 X2
X3 X0
P P
P P
P P
P
P P
P P
P P P P P P P P P P P P P P P P P P P
P P
P P
P P
P P
P
P
G
G G G
P
CP-1
CP-2
CP-3
CP-4
CP-5
3217.5
3217.0
3217.53217.5 3217.0
T T T T J
.0
J
3217.0
EL 3217.24 EL 3217.24
EL 3216.87
3217.5
3217.0
EL 3217.92
EL 3217.92
3217.5
3217.0
.0
3217.0
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 W
S S S S S S S S S S S S S S S S S S S S
G G G G G G G G G G G
EL 3217.92
EL 3217.92
XX
THIS DOCUMENT AND ITS CONTENTS ARE
PROPRIETARY TO LUBBOCK POWER & LIGHT. ANY
REPRODUCTION,DISCLOSURE OR LOG OF THIS
DOCUMENT IS EXPRESSLY PROHIBITED UNLESS
OTHERWISE STATED IN WRITING.
402 MUNICIPAL HILL DR
LUBBOCK, TEXAS 79403
OFFICE:806.775.2553 P.O. BOX 2000 LUBBOCK, TEXAS 79457 FAX:806.775.3590
LUBBOCK POWER & LIGHT
DESCRIPTION OF WORK REV DATEDRAWN BYW.O. NUMBER
APPROVED BY:
DRAWN BY:
CHECKED BY:
SCALE:
DATE:
SHEET#
DWG#:
ERSKINE SUBSTATION
R
ENGINEER OF RECORD
FOR PROJECT 419730
TBPE FIRM# F-258
166 CENTURY CT, SUITE 300
COLLEGE STATION, TX 77840
REVISION
EROSION & SEDIMENT CONTROL PLAN
ER-CI-1004-0
ISSUED FOR CONSTRUCTION
04/06/2026 1" = 20'-0"
SS
AO
DOL
20' 10' 0 20' 40'
1"=20'
ER-CI-1000-0 - OVERALL SITE PLAN
ER-CI-1001-0 - GRADING & DRAINAGE PLAN
ER-CI-1002-0 - SURFACING, FENCING & ROAD PLANS
ER-CI-1003-0 - SITE DETAILS
ER-CI-1004-0 - EROSION & SEDIMENT CONTROL PLAN
ER-CI-1005-0 - EROSION & SEDIMENT CONTROL DETAILS
ER-CI-1006-0 - DEMOLITION & REMOVAL PLAN
REFERENCE DRAWINGS:
THE DISTRIBUTION AND USE OF THE NATIVE
FORMAT CAD FILE OF THIS DRAWING IS
UNCONTROLLED. THE USER SHALL VERIFY
TRACEABILITY OF THIS DRAWING TO THE LATEST
CONTROLLED VERSION.
APPROVED FOR
CONSTRUCTION
T
LEGEND:
PROPERTY LINE
BASELINE
NEW PRECAST WALL
EASEMENT LINE
EXISTING TELEPHONE RISER
EXISTING JUNCTION BOX
EXISTING CONTROL MONUMENT
EXISTING POWER POLE METAL
EXISTING CONCRETE PAVEMENT
EXISTING POWER POLE
P
G EXISTING GAS LINE
EXISTING OVERHEAD POWER LINE
EXISTING CONCRETE FOUNDATION
1. ALL EROSION AND SEDIMENT CONTROL WORK, COMPOST FILTER SOCK, AND OTHER BMPS
SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SITE EROSION
AND SEDIMENT CONTROL PLAN.
2. IF TEMPORARY STOCKPILES ARE ESTABLISHED, COMPOST FILTER SOCK SHALL BE
INSTALLED AROUND THE PERIMETER AND RUNOFF DIVERTED AROUND THE STOCKPILE,
WHERE PRACTICAL.
3. PRIOR TO ANY CONCRETE WASHOUT ACTIVITIES, CONTRACTOR SHALL VERIFY CONCRETE
WASHOUT LOCATION WITH THE ENGINEER.
4. BMPS SHALL BE INSPECTED ONCE EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24 HOURS
OF A STORM EVENT OF 0.5 INCHES OR GREATER.
NOTES:
CONCRETE WASHOUT
CONCRETE
WASHOUT
EXISTING CONTOUR LINE
NEW CONTOUR LINE3217.0
3217.0
J
NEW MONUMENT M-#
PP
FILTER SOCK
EAST-WEST
BASELINE
M-4
M-1
M-2
M-3
NO
RT
H-
SO
UT
H
BA
SE
LIN
E
THIS DOCUMENT AND ITS CONTENTS ARE
PROPRIETARY TO LUBBOCK POWER & LIGHT. ANY
REPRODUCTION,DISCLOSURE OR LOG OF THIS
DOCUMENT IS EXPRESSLY PROHIBITED UNLESS
OTHERWISE STATED IN WRITING.
402 MUNICIPAL HILL DR
LUBBOCK, TEXAS 79403
OFFICE:806.775.2553 P.O. BOX 2000 LUBBOCK, TEXAS 79457 FAX:806.775.3590
LUBBOCK POWER & LIGHT
DESCRIPTION OF WORK REV DATEDRAWN BYW.O. NUMBER
APPROVED BY:
DRAWN BY:
CHECKED BY:
SCALE:
DATE:
SHEET#
DWG#:
ERSKINE SUBSTATION
R
ENGINEER OF RECORD
FOR PROJECT 419730
TBPE FIRM# F-258
166 CENTURY CT, SUITE 300
COLLEGE STATION, TX 77840
REVISION
EROSION & SEDIMENT
CONTROL DETAILS
ER-CI-1005-0
ISSUED FOR CONSTRUCTION
04/06/2026 1" = 20'-0"
SS
AO
DOL
ER-CI-1000-0 - OVERALL SITE PLAN
ER-CI-1001-0 - GRADING & DRAINAGE PLAN
ER-CI-1002-0 - SURFACING, FENCING & ROAD PLANS
ER-CI-1003-0 - SITE DETAILS
ER-CI-1004-0 - EROSION & SEDIMENT CONTROL PLAN
ER-CI-1005-0 - EROSION & SEDIMENT CONTROL DETAILS
ER-CI-1006-0 - DEMOLITION & REMOVAL PLAN
REFERENCE DRAWINGS:
THE DISTRIBUTION AND USE OF THE NATIVE
FORMAT CAD FILE OF THIS DRAWING IS
UNCONTROLLED. THE USER SHALL VERIFY
TRACEABILITY OF THIS DRAWING TO THE LATEST
CONTROLLED VERSION.
APPROVED FOR
CONSTRUCTION
COMPOST SOCK CONCRETE WASHOUT:
1. THE DISCHARGE OF CONCRETE WASHOUT TO ANYTHING EXCEPT A DESIGNATED
CONTAINMENT AREA IS PROHIBITED.
2. DO NOT CONSTRUCT THE CONCRETE WASHOUT AREA UNTIL THE DAY BEFORE THE START
OF CONCRETE PLACEMENT TO MINIMIZE THE POTENTIAL FOR COLLECTING STORMWATER.
3. INSTALL CONCRETE WASHOUT ON FLAT GRADE FOR OPTIMAL PERFORMANCE.
4. THE CONSTRUCTION SITE MANAGER OR FOREMAN MUST ENSURE THAT EMPLOYEES AND
PRE-MIX COMPANIES FOLLOW PROPER PROCEDURES FOR CONCRETE DISPOSAL AND
EQUIPMENT WASHING.
5. REMOVE WASTE CONCRETE WHEN THE WASHOUT CONTAINMENT IS HALF FULL. ALWAYS
MAINTAIN A MINIMUM OF ONE FOOT FREEBOARD.
6. CONCRETE WASHOUT FACILITY SHALL BE INSPECTED DAILY. DAMAGED OR LEAKING
WASHOUTS SHALL BE DEACTIVATED AND REPAIRED OR REPLACED IMMEDIATELY.
7. REMOVE THE WASTE CONCRETE AND GRADE THE CONTAINMENT CLOSED WITHIN A WEEK
OF COMPLETING CONCRETE PLACEMENT. DO NOT LEAVE IT OPEN TO COLLECT
STORMWATER.
STABILIZED CONSTRUCTION ENTRANCE
8. CONTRACTOR SHALL LIMIT TRACKING OF SOILS ONTO PUBLIC ROADS AND RIGHT-OF-WAY.
COMPOST FILTER SOCK
9. COMPOST FILTER SOCK SHALL MEET ITEM 161 OF THE TXDOT STANDARD SPECIFICATIONS
FOR CONSTRUCTION AND MAINTENANCE OF HIGHWAYS, STREETS, AND BRIDGES (2014).
10. THE END OF TUBES SHALL OVERLAP A MINIMUM OF 18 INCHES WHEN MULTIPLE TUBES ARE
CONNECTED TO FORM A LINEAR CONTROL ALONG A CONTOUR OR PERIMETER.
11. THE LAST 10 FEET (OR MORE) AT THE ENDS IF A LINE OF TUBES SHALL BE TURNED UPSLOPE
TO PREVENT BYPASS BY STORMWATER.
12. THE FILTER TUBE SHOULD BE CHECKED TO ENSURE THAT IT IS IN CONTINUOUS CONTACT
WITH THE SOIL AT THE BOTTOM OF THE EMBEDMENT TRENCH.
13. STAKING SHALL BE CHECKED TO ENSURE THAT THE FILTER SOCK IS NOT MOVING DUE TO
STORMWATER RUNOFF.
14. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SOCK BEFORE IT REACHES HALF THE
HEIGHT OF THE EXPOSED PORTION OF THE TUBE.
15. TRAFFIC SHALL NOT BE PERMITTED TO CROSS COMPOST FILER SOCKS.
16. UPON STABILIZATION OF THE ARE TRIBUTARY TO THE FILER SOCK, STAKES AND SOCK
SHALL BE REMOVED AND DISPOSED OF OFFSITE.
NOTES:
SECTION
PLAN VIEW
TYPICAL COMPOST SOCK CONCRETE WASHOUT INSTALLATION
NO SCALE
24" DIAMETER COMPOST
FILTER SOCK2" X 2" WOOD STAKES MAX. 4' SPACING
(EXTEND 2" MAX. ABOVE TOP OF TUBE)
INSTALL PLASTIC LINER
(MIN. 10 MIL THICK) PRIOR
TO INSTALLING FILTER
SOCKS
2" x 2" WOOD STAKES
MAX 4' SPACING
DIRECT CONCRETE WASHOUT
WATER INTO FILTER RING
24" DIAMETER COMPOST
FILTER SOCK. 4' MIN.
OVERLAP ON UPSLOPE
SIDE OF FILTER RING
" M
IN
SEE NOTES 1-7
FLOW
FLOW
DISTURBED AREA
UNDISTURBED AREA
SECTION
PLAN VIEW
EXISTING
CONTOURS
COMPOST FILTER SOCK 2" x 2" WOOD STAKES
MAX 4' SPACING
2" x 2" WOOD STAKES MAX 4' SPACING
(EXTEND 2" MAX ABOVE TOP OF TUBE)
COMPOST FILTER SOCK
NO SCALE
SEE NOTES 12-19
12 IN.
MIN.
12" DIAMETER COMPOST
FILTER SOCK
9 "
3" EMBEDMENT
MIN.
DISTURBED AREA
UNDISTURBED AREA
P P
P P
P P
P
P P
P P
P P P P P P P P P P P P P P P P P P P
P P
P P
P P
P P
P
P
X X
X X
X X
X
X X X X X X X X X X X X
X X
X X
X X
X X
X X
X X
X X
XXXXXXXX
XXXX
X X
X
G
G G G
X
X
X
X
P
CP-1
CP-2
CP-3
CP-4
CP-5
T T T T J
J
P P P P
3217.5
3217.0
.0
3217.0
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 W
S S S S S S S S S S S S S S S S S S S S
G G G G G G G G G G G
THIS DOCUMENT AND ITS CONTENTS ARE
PROPRIETARY TO LUBBOCK POWER & LIGHT. ANY
REPRODUCTION,DISCLOSURE OR LOG OF THIS
DOCUMENT IS EXPRESSLY PROHIBITED UNLESS
OTHERWISE STATED IN WRITING.
402 MUNICIPAL HILL DR
LUBBOCK, TEXAS 79403
OFFICE:806.775.2553 P.O. BOX 2000 LUBBOCK, TEXAS 79457 FAX:806.775.3590
LUBBOCK POWER & LIGHT
DESCRIPTION OF WORK REV DATEDRAWN BYW.O. NUMBER
APPROVED BY:
DRAWN BY:
CHECKED BY:
SCALE:
DATE:
SHEET#
DWG#:
ERSKINE SUBSTATION
R
ENGINEER OF RECORD
FOR PROJECT 419730
TBPE FIRM# F-258
166 CENTURY CT, SUITE 300
COLLEGE STATION, TX 77840
REVISION
DEMOLITION & REMOVAL PLAN
ER-CI-1006-0
ISSUED FOR CONSTRUCTION
04/06/2026 1" = 20'-0"
SS
AO
DOL
20' 10' 0 20' 40'
1"=20'
ER-CI-1000-0 - OVERALL SITE PLAN
ER-CI-1001-0 - GRADING & DRAINAGE PLAN
ER-CI-1002-0 - SURFACING, FENCING & ROAD PLANS
ER-CI-1003-0 - SITE DETAILS
ER-CI-1004-0 - EROSION & SEDIMENT CONTROL PLAN
ER-CI-1005-0 - EROSION & SEDIMENT CONTROL DETAILS
ER-CI-1006-0 - DEMOLITION & REMOVAL PLAN
REFERENCE DRAWINGS:
THE DISTRIBUTION AND USE OF THE NATIVE
FORMAT CAD FILE OF THIS DRAWING IS
UNCONTROLLED. THE USER SHALL VERIFY
TRACEABILITY OF THIS DRAWING TO THE LATEST
CONTROLLED VERSION.
APPROVED FOR
CONSTRUCTION
T
EXISTING FENCE
LEGEND:
PROPERTY LINE
EASEMENT LINE
X X X
EXISTING TELEPHONE RISER
EXISTING JUNCTION BOX
EXISTING CONTROL MONUMENT
EXISTING POWER POLE METAL
EXISTING CONCRETE PAVEMENT
EXISTING POWER POLE
P
G EXISTING GAS LINE
EXISTING OVERHEAD POWER LINE
EXISTING CONCRETE FOUNDATION
1. CONTRACTOR SHALL REFER TO DRAWING ER-CI-1000-0 FOR GENERAL NOTES.
2. CONTRACTOR SHALL COMPLETELY REMOVE ALL FENCE AND FENCE FOUNDATIONS IN
AREAS SHOWN ON THIS DRAWING.
3. CONTRACTOR SHALL REMOVE EXISTING PAVEMENT AND CURB AS NECESSARY FOR THE
CONSTRUCTION OF THE NEW DRIVEWAYS.
NOTES:
DEMOLITION
EXISTING CONTOUR LINE3217.0
EXISTING TREE
EXISTING STUMP
SEE NOTE 3 SEE NOTE 3 EXISTING BENCH
J
PP
| ER-CI-1000 |
| ER-CI-1001 |
| ER-CI-1002 |
| ER-CI-1003 |
| ER-CI-1004 |
| ER-CI-1005 |
| ER-CI-1006 |
| 2026-04-09T14:56:44-0700 | |
| Daniel Lark |
| 2026-04-09T14:56:48-0700 | |
| Daniel Lark |
| 2026-04-09T14:56:52-0700 | |
| Daniel Lark |
| 2026-04-09T14:56:57-0700 | |
| Daniel Lark |
| 2026-04-09T14:57:01-0700 | |
| Daniel Lark |
| 2026-04-09T14:57:06-0700 | |
| Daniel Lark |
| 2026-04-09T14:57:10-0700 | |
| Daniel Lark |
File details come from the government source that posted it. Updated .