HomeMy WebLinkAbout11518 OLD LA PORTE RD_SULZER BIG BAY_ExecutedHARRIS COUNTY
SULZER BIG BAY
CIVIL PLANS
FOR
H4 ARCHITECTS + ENGINEERS
ATTN: J. ALLAN HENSLEY JR.
25215 OAKHURST DR
SPRING, TEXAS 77386
281-384-3410
PLANS SUBMITTAL/REVIEW LOG
ARCHITECT CIVIL ENGINEER
PROJECT TEAM:
SUBMITTAL TO CITY OF LA PORTE 01/31/2025
-ISSUE FOR PERMIT
SUBMITTAL TO CITY OF LA PORTE & HCFCD 03/07/2025
-ISSUE FOR PERMIT
RE-SUBMITTAL TO CITY OF LA PORTE & HCFCD 04/29/2025
-ISSUE FOR PERMIT
RE-SUBMITTAL TO HCFCD 06/25/2025
-ISSUE FOR PERMIT
RE-SUBMITTAL TO HCFCD 08/04/2025
-ISSUE FOR PERMIT
INDEX OF SHEETS
CIVIL ENGINEERING (ALJ LINDSEY, LLC)
KEYMAP NO.: 539R
ZIP CODE: 77571
N.T.S.
LOCATION MAP
ACCORDING TO MAP NO. 48201C0935M OF THE FEDERAL EMERGENCY MANAGEMENT
AGENCY'S FLOOD INSURANCE RATE MAPS FOR HARRIS COUNTY AND INCORPORATED AREAS,
DATED JANUARY 6, 2017, THE SUBJECT TRACT IS SITUATED WITHIN: UNSHADED ZONE X
LOCATED IN
SHEET NO.DESCRIPTION
C0.0 COVER SHEET
C0.1 GENERAL NOTES
C0.2 TOPOGRAPHIC SURVEY (1 OF 2)
C0.3 TOPOGRAPHIC SURVEY (2 OF 2)
C0.4 PLAT (1 OF 4)
C0.5 PLAT (2 OF 4)
C0.6 PLAT (3 OF 4)
C0.7 PLAT (4 OF 4)
C1.0 DEMOLITION PLAN
C1.1 OVERALL SITE PLAN
C1.2 DIMENSION CONTROL PLAN
C2.0 UTILITY PLAN
C3.0 POND SERVICE AREA (EXISTING CONDITIONS)
C3.1 POND SERVICE AREA (PROPOSED CONDITIONS)
C3.2 POND OUTFALL (PROP. CONDITIONS) & DETENTION CALCS.
C3.3 EXISTING POND PLAN (1 OF 2) (FOR REFERENCE ONLY)
C3.4 EXISTING POND PLAN (2 OF 2) (FOR REFERENCE ONLY)
C4.0 GRADING PLAN (1 OF 2)
C4.1 GRADING PLAN (2 OF 2)
C5.0 PAVING PLAN
C6.0 EROSION CONTROL PLAN (1 OF 2)
C6.1 EROSION CONTROL PLAN (2 OF 2)
C7.0 CONSTRUCTION DETAILS (1 OF 4)
C7.1 CONSTRUCTION DETAILS (2 OF 4)
C7.2 CONSTRUCTION DETAILS (3 OF 4)
C7.3 CONSTRUCTION DETAILS (4 OF 4)
C8.0 HCFCD EXPRESS REVIEW SHEET
11518 OLD LA PORTE RD
LA PORTE, TEXAS 77571
COVER SHEETC0.0
HARRIS
COUNTY
ALJ LINDSEY, LLC.18635 N. ELDRIDGE PKWY, STE 200TOMBALL TEXAS 77377281.301.5955CONTACT: JORGE GUERRA JR.ALJ PROJECT NO.DATE:SCALE:DRAWN BY:CHECKED BY:SULZER BIG BAY11518 OLD LA PORTE RD,LA PORTE, TX 7757118635 N. Eldridge Pkwy, Suite 200Tomball, TX 77377281.301.5955FRN F-11526Civil EngineersALJLindsey*LICENSED IN AL, AR, FL, GA, KS, LA, MS, NE, NM, OK, TN,
& TX
GENERAL NOTESC0.1ALJ PROJECT NO.
DATE:
SCALE:
DRAWN BY:
CHECKED BY:
SULZER BIG BAY
11518 OLD LA PORTE RD,
LA PORTE, TX 77571 18635 N. Eldridge Pkwy, Suite 200
Tomball, TX 77377
281.301.5955
FRN F-11526
Civil Engineers
ALJLindsey
C0.2
TOPOGRAPHIC SURVEY (1 OF 2)
NTS
NTS
C0.3
TOPOGRAPHIC SURVEY (2 OF 2)
NTS
NTS
C0.4
PLAT (1 OF 4)
NTS
C0.5
PLAT (2 OF 4)
C0.6
PLAT (3 OF 4)
C0.7
PLAT (4 OF 4)
KEYED NOTES
GENERAL NOTES
BENCHMARK:
A BRASS DISK IN CONCRETE, LOCATED ON THE NORTH SIDE OF NORTH P ST
APPROXIMATELY 4,000 FT WEST FROM THEE INTERSECTION OF SENS RD
ELEVATION = 20.07 FEET (NAVD88, 2001 ADJUSTMENT)
VERTICAL DATUM ADJUSTMENT:
THE ELEVATION DIFFERENCE IN BETWEEN THE FLOODPLAIN REFERENCE MARK'S
(RM 060005R) PUBLISHED DATUM NAVD 1988, 2001 ADJUSTMENT IS 0.21'.
FLOODPLAIN RM'S DATUM = LPSM'S DATUM + 0.21 FT
TEMPORARY BENCHMARK 11:
SET "X" CUT ON CONCRETE AT WEST OF SENS ROAD FRONTAGE DRIVE AT THE EASE
OF 1110 SENS RD BUILDING
ELEVATION = 20.80 FEET
DEMOLITION PLANC1.0
LEGEND
ALJ PROJECT NO.DATE:SCALE:DRAWN BY:CHECKED BY:SULZER BIG BAY11518 OLD LA PORTE RD,LA PORTE, TX 7757118635 N. Eldridge Pkwy, Suite 200Tomball, TX 77377281.301.5955FRN F-11526Civil EngineersALJLindsey
24 SEPT 25
GENERAL NOTES
LEGEND
DIMENSION CONTROLPLANC1.2
FIRE LANE MARKING NOTES
RED RED
“FIRE LANE-TOW AWAY ZONE” ALJ PROJECT NO.DATE:SCALE:DRAWN BY:CHECKED BY:SULZER BIG BAY11518 OLD LA PORTE RD,LA PORTE, TX 7757118635 N. Eldridge Pkwy, Suite 200Tomball, TX 77377281.301.5955FRN F-11526Civil EngineersALJLindseyBENCHMARK:
A BRASS DISK IN CONCRETE, LOCATED ON THE NORTH SIDE OF NORTH P ST
APPROXIMATELY 4,000 FT WEST FROM THEE INTERSECTION OF SENS RD
ELEVATION = 20.07 FEET (NAVD88, 2001 ADJUSTMENT)
VERTICAL DATUM ADJUSTMENT:
THE ELEVATION DIFFERENCE IN BETWEEN THE FLOODPLAIN REFERENCE MARK'S
(RM 060005R) PUBLISHED DATUM NAVD 1988, 2001 ADJUSTMENT IS 0.21'.
FLOODPLAIN RM'S DATUM = LPSM'S DATUM + 0.21 FT
TEMPORARY BENCHMARK 11:
SET "X" CUT ON CONCRETE AT WEST OF SENS ROAD FRONTAGE DRIVE AT THE EASE
OF 1110 SENS RD BUILDING
ELEVATION = 20.80 FEET
GENERAL NOTES
LEGEND
UTILITY PLANC2.0
BENCHMARK:
A BRASS DISK IN CONCRETE, LOCATED ON THE NORTH SIDE OF NORTH P ST
APPROXIMATELY 4,000 FT WEST FROM THEE INTERSECTION OF SENS RD
ELEVATION = 20.07 FEET (NAVD88, 2001 ADJUSTMENT)
VERTICAL DATUM ADJUSTMENT:
THE ELEVATION DIFFERENCE IN BETWEEN THE FLOODPLAIN REFERENCE MARK'S
(RM 060005R) PUBLISHED DATUM NAVD 1988, 2001 ADJUSTMENT IS 0.21'.
FLOODPLAIN RM'S DATUM = LPSM'S DATUM + 0.21 FT
TEMPORARY BENCHMARK 11:
SET "X" CUT ON CONCRETE AT WEST OF SENS ROAD FRONTAGE DRIVE AT THE EASE
OF 1110 SENS RD BUILDING
ELEVATION = 20.80 FEET
ALJ PROJECT NO.DATE:SCALE:DRAWN BY:CHECKED BY:SULZER BIG BAY11518 OLD LA PORTE RD,LA PORTE, TX 7757118635 N. Eldridge Pkwy, Suite 200Tomball, TX 77377281.301.5955FRN F-11526Civil EngineersALJLindsey
LEGEND
POND SERVICE AREA(EXISTINGCONDITIONS)C3.0
BENCHMARK:
A BRASS DISK IN CONCRETE, LOCATED ON THE NORTH SIDE OF NORTH P ST
APPROXIMATELY 4,000 FT WEST FROM THEE INTERSECTION OF SENS RD
ELEVATION = 20.07 FEET (NAVD88, 2001 ADJUSTMENT)
VERTICAL DATUM ADJUSTMENT:
THE ELEVATION DIFFERENCE IN BETWEEN THE FLOODPLAIN REFERENCE MARK'S
(RM 060005R) PUBLISHED DATUM NAVD 1988, 2001 ADJUSTMENT IS 0.21'.
FLOODPLAIN RM'S DATUM = LPSM'S DATUM + 0.21 FT
TEMPORARY BENCHMARK 11:
SET "X" CUT ON CONCRETE AT WEST OF SENS ROAD FRONTAGE DRIVE AT THE EASE
OF 1110 SENS RD BUILDING
ELEVATION = 20.80 FEET
ALJ PROJECT NO.DATE:SCALE:DRAWN BY:CHECKED BY:SULZER BIG BAY11518 OLD LA PORTE RD,LA PORTE, TX 7757118635 N. Eldridge Pkwy, Suite 200Tomball, TX 77377281.301.5955FRN F-11526Civil EngineersALJLindseyGENERAL NOTES
LEGEND
POND SERVICE AREA(PROPOSEDCONDITIONS)C3.1
BENCHMARK:
A BRASS DISK IN CONCRETE, LOCATED ON THE NORTH SIDE OF NORTH P ST
APPROXIMATELY 4,000 FT WEST FROM THEE INTERSECTION OF SENS RD
ELEVATION = 20.07 FEET (NAVD88, 2001 ADJUSTMENT)
VERTICAL DATUM ADJUSTMENT:
THE ELEVATION DIFFERENCE IN BETWEEN THE FLOODPLAIN REFERENCE MARK'S
(RM 060005R) PUBLISHED DATUM NAVD 1988, 2001 ADJUSTMENT IS 0.21'.
FLOODPLAIN RM'S DATUM = LPSM'S DATUM + 0.21 FT
TEMPORARY BENCHMARK 11:
SET "X" CUT ON CONCRETE AT WEST OF SENS ROAD FRONTAGE DRIVE AT THE EASE
OF 1110 SENS RD BUILDING
ELEVATION = 20.80 FEET
GENERAL NOTES ALJ PROJECT NO.DATE:SCALE:DRAWN BY:CHECKED BY:SULZER BIG BAY11518 OLD LA PORTE RD,LA PORTE, TX 7757118635 N. Eldridge Pkwy, Suite 200Tomball, TX 77377281.301.5955FRN F-11526Civil EngineersALJLindseyThis was recently acquired
property and was not a part of the
original detention pond for sulzer.
Please ensure to receive
approval from HCFCD for this
also. This site plan approval does
not account for this work only for
Big Bay 1 expansion
(BLDC-2025-0308).
CROSS SECTION D-D
NTS
LEGEND
POND OUTFALL (PROP.CONDITIONS) &DETENTION CALCS.C3.2
BENCHMARK:
A BRASS DISK IN CONCRETE, LOCATED ON THE NORTH SIDE OF NORTH P ST
APPROXIMATELY 4,000 FT WEST FROM THEE INTERSECTION OF SENS RD
ELEVATION = 20.07 FEET (NAVD88, 2001 ADJUSTMENT)
VERTICAL DATUM ADJUSTMENT:
THE ELEVATION DIFFERENCE IN BETWEEN THE FLOODPLAIN REFERENCE MARK'S
(RM 060005R) PUBLISHED DATUM NAVD 1988, 2001 ADJUSTMENT IS 0.21'.
FLOODPLAIN RM'S DATUM = LPSM'S DATUM + 0.21 FT
TEMPORARY BENCHMARK 11:
SET "X" CUT ON CONCRETE AT WEST OF SENS ROAD FRONTAGE DRIVE AT THE EASE
OF 1110 SENS RD BUILDING
ELEVATION = 20.80 FEET
ALJ PROJECT NO.DATE:SCALE:DRAWN BY:CHECKED BY:SULZER BIG BAY11518 OLD LA PORTE RD,LA PORTE, TX 7757118635 N. Eldridge Pkwy, Suite 200Tomball, TX 77377281.301.5955FRN F-11526Civil EngineersALJLindseyINSERT "A"
SCALE: 1:20
GENERAL NOTES
RESTRICTOR CALCULATIONS (10-YR )
RESTRICTOR CALCULATIONS (100-YR)
†
†
RESTRICTOR CALCULATIONS (2-YR)
Please note, the plans from
BLDC-2025-0305 shows
1.5223 of added impervious
coverage. Please note, this
was recently acquired property
and was not a part of the
original detention pond for
sulzer. Detention may need to
be provided for the entire
property.
FOR
R
E
F
E
R
E
N
C
E
O
N
L
Y
EXISTING POND
PLAN (1 OF 2) (FOR
REFERENCE ONLY)
C3.3
FOR
R
E
F
E
R
E
N
C
E
O
N
L
Y
EXISTING POND
PLAN (2 OF 2) (FOR
REFERENCE ONLY)
C3.4
TG
TP
TC
FF
TR
TS
FG
BENCHMARK:
A BRASS DISK IN CONCRETE, LOCATED ON THE NORTH SIDE OF NORTH P ST
APPROXIMATELY 4,000 FT WEST FROM THEE INTERSECTION OF SENS RD
ELEVATION = 20.07 FEET (NAVD88, 2001 ADJUSTMENT)
VERTICAL DATUM ADJUSTMENT:
THE ELEVATION DIFFERENCE IN BETWEEN THE FLOODPLAIN REFERENCE MARK'S
(RM 060005R) PUBLISHED DATUM NAVD 1988, 2001 ADJUSTMENT IS 0.21'.
FLOODPLAIN RM'S DATUM = LPSM'S DATUM + 0.21 FT
TEMPORARY BENCHMARK 11:
SET "X" CUT ON CONCRETE AT WEST OF SENS ROAD FRONTAGE DRIVE AT THE EASE
OF 1110 SENS RD BUILDING
ELEVATION = 20.80 FEET
LEGEND
GENERAL NOTES
GRADING PLAN(1 OF 2)C4.0ALJ PROJECT NO.DATE:SCALE:DRAWN BY:CHECKED BY:SULZER BIG BAY11518 OLD LA PORTE RD,LA PORTE, TX 7757118635 N. Eldridge Pkwy, Suite 200Tomball, TX 77377281.301.5955FRN F-11526Civil EngineersALJLindsey
TG
TP
TC
FF
TR
TS
FG
CROSS SECTION B-B
NTS
CROSS SECTION C-C
NTS
BENCHMARK:
A BRASS DISK IN CONCRETE, LOCATED ON THE NORTH SIDE OF NORTH P ST
APPROXIMATELY 4,000 FT WEST FROM THEE INTERSECTION OF SENS RD
ELEVATION = 20.07 FEET (NAVD88, 2001 ADJUSTMENT)
VERTICAL DATUM ADJUSTMENT:
THE ELEVATION DIFFERENCE IN BETWEEN THE FLOODPLAIN REFERENCE MARK'S
(RM 060005R) PUBLISHED DATUM NAVD 1988, 2001 ADJUSTMENT IS 0.21'.
FLOODPLAIN RM'S DATUM = LPSM'S DATUM + 0.21 FT
TEMPORARY BENCHMARK 11:
SET "X" CUT ON CONCRETE AT WEST OF SENS ROAD FRONTAGE DRIVE AT THE EASE
OF 1110 SENS RD BUILDING
ELEVATION = 20.80 FEET
LEGEND
ALJ PROJECT NO.DATE:SCALE:DRAWN BY:CHECKED BY:SULZER BIG BAY11518 OLD LA PORTE RD,LA PORTE, TX 7757118635 N. Eldridge Pkwy, Suite 200Tomball, TX 77377281.301.5955FRN F-11526Civil EngineersALJLindseyGRADING PLAN(2 OF 2)C4.1
GENERAL NOTES
KEYED NOTES
PAVING PLANC5.0
GENERAL NOTES
BENCHMARK:
A BRASS DISK IN CONCRETE, LOCATED ON THE NORTH SIDE OF NORTH P ST
APPROXIMATELY 4,000 FT WEST FROM THEE INTERSECTION OF SENS RD
ELEVATION = 20.07 FEET (NAVD88, 2001 ADJUSTMENT)
VERTICAL DATUM ADJUSTMENT:
THE ELEVATION DIFFERENCE IN BETWEEN THE FLOODPLAIN REFERENCE MARK'S
(RM 060005R) PUBLISHED DATUM NAVD 1988, 2001 ADJUSTMENT IS 0.21'.
FLOODPLAIN RM'S DATUM = LPSM'S DATUM + 0.21 FT
TEMPORARY BENCHMARK 11:
SET "X" CUT ON CONCRETE AT WEST OF SENS ROAD FRONTAGE DRIVE AT THE EASE
OF 1110 SENS RD BUILDING
ELEVATION = 20.80 FEET
PAVING DATA
PAVEMENT MARKING NOTE ALJ PROJECT NO.DATE:SCALE:DRAWN BY:CHECKED BY:SULZER BIG BAY11518 OLD LA PORTE RD,LA PORTE, TX 7757118635 N. Eldridge Pkwy, Suite 200Tomball, TX 77377281.301.5955FRN F-11526Civil EngineersALJLindsey
SITE DATA
LEGEND
EROSION CONTROLPLAN (1 OF 2)C6.0
GENERAL NOTES ALJ PROJECT NO.DATE:SCALE:DRAWN BY:CHECKED BY:SULZER BIG BAY11518 OLD LA PORTE RD,LA PORTE, TX 7757118635 N. Eldridge Pkwy, Suite 200Tomball, TX 77377281.301.5955FRN F-11526Civil EngineersALJLindseyBENCHMARK:
A BRASS DISK IN CONCRETE, LOCATED ON THE NORTH SIDE OF NORTH P ST
APPROXIMATELY 4,000 FT WEST FROM THEE INTERSECTION OF SENS RD
ELEVATION = 20.07 FEET (NAVD88, 2001 ADJUSTMENT)
VERTICAL DATUM ADJUSTMENT:
THE ELEVATION DIFFERENCE IN BETWEEN THE FLOODPLAIN REFERENCE MARK'S
(RM 060005R) PUBLISHED DATUM NAVD 1988, 2001 ADJUSTMENT IS 0.21'.
FLOODPLAIN RM'S DATUM = LPSM'S DATUM + 0.21 FT
TEMPORARY BENCHMARK 11:
SET "X" CUT ON CONCRETE AT WEST OF SENS ROAD FRONTAGE DRIVE AT THE EASE
OF 1110 SENS RD BUILDING
ELEVATION = 20.80 FEET
SITE DATA
LEGEND
EROSION CONTROLPLAN (2 OF 2)C6.1
GENERAL NOTES ALJ PROJECT NO.DATE:SCALE:DRAWN BY:CHECKED BY:SULZER BIG BAY11518 OLD LA PORTE RD,LA PORTE, TX 7757118635 N. Eldridge Pkwy, Suite 200Tomball, TX 77377281.301.5955FRN F-11526Civil EngineersALJLindseyBENCHMARK:
A BRASS DISK IN CONCRETE, LOCATED ON THE NORTH SIDE OF NORTH P ST
APPROXIMATELY 4,000 FT WEST FROM THEE INTERSECTION OF SENS RD
ELEVATION = 20.07 FEET (NAVD88, 2001 ADJUSTMENT)
VERTICAL DATUM ADJUSTMENT:
THE ELEVATION DIFFERENCE IN BETWEEN THE FLOODPLAIN REFERENCE MARK'S
(RM 060005R) PUBLISHED DATUM NAVD 1988, 2001 ADJUSTMENT IS 0.21'.
FLOODPLAIN RM'S DATUM = LPSM'S DATUM + 0.21 FT
TEMPORARY BENCHMARK 11:
SET "X" CUT ON CONCRETE AT WEST OF SENS ROAD FRONTAGE DRIVE AT THE EASE
OF 1110 SENS RD BUILDING
ELEVATION = 20.80 FEET
CONSTRUCTIONDETAILS (1 OF 4)C7.0ALJ PROJECT NO.DATE:SCALE:DRAWN BY:CHECKED BY:SULZER BIG BAY11518 OLD LA PORTE RD,LA PORTE, TX 7757118635 N. Eldridge Pkwy, Suite 200Tomball, TX 77377281.301.5955FRN F-11526Civil EngineersALJLindseySAWCUT DETAIL CONTROL JOINT
EXPANSION JOINT
CONCRETE PAVING SECTION
PROPOSED CONCRETE TO EXISTING
ASPHALT CONNECTION
STANDARD PAVING HEADER
LONGITUDINAL JOINT DETAIL SHOWING THE
DOWELING OF NEW TO EXISTING PAVEMENT CONCRETE SIDEWALK
PROPOSED ASPHALT TO EXISTING ASPHALT CONNECTIONASPHALT PAVING SECTION
CLEANOUT DETAILLATERAL SERVICE CONNECTION DETAIL
THRUST-BLOCKING
TYPICAL STEEL PIPE OFFSET SECTION FOR WATER LINES
WATER, SANITARY AND STORM
BEDDING AND BACKFILL FOR
DRY STABLE TRENCH CONSTRUCTIONDETAILS (2 OF 4)C7.1ALJ PROJECT NO.DATE:SCALE:DRAWN BY:CHECKED BY:SULZER BIG BAY11518 OLD LA PORTE RD,LA PORTE, TX 7757118635 N. Eldridge Pkwy, Suite 200Tomball, TX 77377281.301.5955FRN F-11526Civil EngineersALJLindsey
CONSTRUCTIONDETAILS (3 OF 4)C7.2ALJ PROJECT NO.DATE:SCALE:DRAWN BY:CHECKED BY:SULZER BIG BAY11518 OLD LA PORTE RD,LA PORTE, TX 7757118635 N. Eldridge Pkwy, Suite 200Tomball, TX 77377281.301.5955FRN F-11526Civil EngineersALJLindseyTYPE "R" STONE RIPRAP DETAIL
PIPE OUTFALL DETAIL
CROSS SECTION
FRONT VIEW
CONCRETE PILOT CHANNEL
18" ORIFICE (RESTRICTOR) PLATE
CONSTRUCTIONDETAILS (4 OF 4)C7.3ALJ PROJECT NO.DATE:SCALE:DRAWN BY:CHECKED BY:SULZER BIG BAY11518 OLD LA PORTE RD,LA PORTE, TX 7757118635 N. Eldridge Pkwy, Suite 200Tomball, TX 77377281.301.5955FRN F-11526Civil EngineersALJLindseyCONCRETE TRUCK WASHOUT
ENGINEER'S CERTIFICATION
4. FLOOD PLAIN STATUS
HARRIS COUNTY
FLOOD CONTROL DISTRICT
REVIEW SHEET
HARRIS COUNTY FLOOD CONTROL DISTRICT
2. SITE DETENTION DRAINAGE
(2001 ADJ.)
5. WORK IN HCFCD RIGHT-OF-WAY
1. PROPERTY DESCRIPTION
OFFSITE SHEET FLOW: (100 YEAR)
OFFSITE SHEET FLOW MAPPING, TOTAL DISCHARGE CALCULATIONS, AND
DESIGN ACCOMODATIONS ARE SHOWN ON SHEET _____ OR, AS PRESENTED
IN THE APPROVED DRAINAGE STUDY ENTITLED _________________________.
TOTAL ACREAGE = _____
TOTAL DISCHARGE = _____
NOTE: ALL OFFSITE SHEET FLOW FROM ADJACENT PROPERTIES MUST BE
IDENTIFIED AND PROPERLY ACCOUNTED FOR IN THE PROJECT. THE SIGNING
ENGINEER HEREBY CERTIFIES THAT THESE AREAS HAVE BEEN ADDRESSED.
HCFCD SIGNATURE BLOCK
3. SWQ DISCHARGE INTO FCD FACILITY
6. REPORTS/AGREEMENTS
FOR PROJECTS LOCATED IN ANY FLOODPLAIN
Development constructed or placed in accordance with these plans will comply with all
provisions of the designated Floodplain Administrator.
No net fill is allowed in the flood plain and no fill is allowed in the floodway.
08/04/2025
C8.0 C8.0
SULZER BIG BAY
11518 OLD LA PORTE RD, LA PORTE, TEXAS 77571
AM
Dennis Todd Miller
2025.09.02 16:02:39-05'00'