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Home My WebLink About11518 OLD LA PORTE RD CORE SITE PLAN EXECUTED Comment Response: 11518 Old La Porte Rd, La Porte, TX 77571 April 29, 2025 City of La Porte 604 W. Fairmont La Porte, TX 77571 RE: SULZER CORE BUILDING 11518 Old La Porte Rd, La Porte, TX 77571 COLP Project # BLDC 2025-0304 COLP Project # BLDC- 2025-0307 COLP Project # Sp-2025-0020 The following is a response to the 2nd COLP Review Comments Cycle for SULZER CORE BUILDING project: Construction Drawings Yvonne Briscoe, briscoey@laportetx.gov, 281-470-5065 Dallas Woods, WoodsD@laportetx.gov, 281-470-5067 1. Comment: Please resubmit construction drawings. ALJ Response: Construction drawings have been re-submitted. 2. Comment: Include landscape table and parking table. ALJ Response: Landscape and parking table included on overall site plan (see sheet C1.1). 3. Comment: Asbestos survey was not submitted please resubmit construction drawings. ALJ Response: Acknowledged. See “Asbestos Survey_11518 Old La Porte Rd, La Porte, TX 7757”. This building is listed as building number 7 on the Asbestos Survey. Drainage and Civil Plans Yvonne Briscoe, briscoey@laportetx.gov, 281-470-5065 Malik Michel, MichelM@laportetx.gov, 281-470-5060 4. Comment: Please provide the approved document. ALJ Response: Awaiting approval from HCFCD (Project # 2503180055). Will provide approved document when it is received. 5. Comment: Please make clearer the scope of work for this site plan and not the overall projects. Pending site plan approval ALJ Response: Scope of work has been revised for this site (see sheet C1.1). 6. Comment: Please address the comments from the SWQP ALJ Response: The SWQP comments have been addressed. (see attached SWPPP). Comment Response: 11518 Old La Porte Rd, La Porte, TX 77571 7. Comment: Previous Comment: "Please provide a drainage area map showing how the water will be collected and conveyed." It does not appear that the drainage map was added. Please add. ALJ Response: Drainage area maps added. Included on drainage map is pond cross section with 100-yr WSE (see sheet C2.0 & 2.1). Per record drawings (i.e., Food Court site plan) there is an existing open ditch/swale that drains water to pond that runs along West side of tract (see sheet 2.3 & 2.4). Major Developments Yvonne Briscoe, briscoey@laportetx.gov, 281-470-5065 Johnna Mattews, matthewsj@laportetx.gov, 281-470-5063 Malik Michel, MichelM@laportetx.gov, 281-470-5060 8. Comment: Please provide the square footage of the existing building proposed to be expanded. ALJ Response: The existing building proposed to be expanded is 44,870(±) square feet (see sheet C1.1). 9. Comment: Please make clearer the scope of work for this site plan and not the overall projects. Pending site plan approval ALJ Response: Scope of work note added to overall site plan (see sheet C1.1). Proposed building on site detailed on Dimension control plan (see sheet C1.2). 10. Comment: No note 6 to reference. ALJ Response: Note 6 is now note 5, noting the scope of work. The plans have been updated accordingly (see sheet C1.1). 11. Comment: Please provide the approval. ALJ Response: Awaiting approval from HCFCD (Project # 2503180062). Will provide approved document when it is received. 12. Comment: Show all building footprints and distances to property lines. ALJ Response: Existing building footprints and distances to property lines added to plans (see sheet C1.1). 13. Comment: Previous Comment: "Please provide a drainage area map showing how the water will be collected and conveyed." It does not appear that the drainage map was added. Please add. ALJ Response: Drainage area maps added. Included on drainage map is pond cross section with 100-yr WSE (see sheet C2.0 & 2.1). Per record drawings (i.e., Food Court site plan) there is an existing open ditch/swale that drains water to pond that runs along West side of tract (see sheet 2.3 & 2.4). 14. Comment: Include parking calculations. Required number of spaces for NAICS is 10 Minimum plus 1 per Employee. ALJ Response: Parking calculations added to overall site plan (see sheet C1.1 and ref. Landscape Plan and Parking Plan, see sheet L-1.00). Comment Response: 11518 Old La Porte Rd, La Porte, TX 77571 15. Comment: Include number required and proposed, percent landscape, and landscape area. ALJ Response: Parking calculations added to overall site plan (see sheet C1.1 and ref. Landscape Plan and Parking Plan, see sheet L-1.00). 16. Comment: Please address the comments from the SWQP ALJ Response: The SWQP comments have been addressed. (see attached SWPPP). Storm Water Quality Malik Michel, MichelM@laportetx.gov, 281-470-5060 17. Comment: Please provide the executed document. ALJ Response: The SWQP comments have been addressed. (see attached SWPPP). 18. Comment: Please show/call out where the stabilized entry/exit is located. ALJ Response: Call out added for stabilized construction entrance and exit (see sheet C5.0 for call out and sheet C6.1 for detail). 19. Comment: Please provide the executed document. ALJ Response: The SWQP comments have been addressed. (see attached SWPPP). 20. Comment: Please provide the executed document. ALJ Response: The SWQP comments have been addressed. (see attached SWPPP). 21. Comment: Please provide the executed document. ALJ Response: The SWQP comments have been addressed. (see attached SWPPP). 22. Comment: Please indicate the “Areas where street sweeping will be conducted daily (STC)”. ALJ Response: Areas where street sweeping will be conducted daily (STC) added (see sheet C5.0). 23. Comment: Please include notes 1. g) on this drawing. They can be found using this link: https://www.laportetx.gov/DocumentCenter/View/10852/Storm-Water-Quality-Checklist ALJ Response: Notes under section 1.g) added to drawing (see sheet C5.0). Thank you, and please contact me if you have any further questions at: 281-301-5955 ext. 1009. Sincerely, Jorge Guerra, Jr., P.E. ALJ-Lindsey, LLC Phone: 281-301-5955 ext. 1009 Email: jguerra@aljlindsey.com Web: www.aljlindsey.com HARRIS COUNTY SULZER CORE BUILDING CIVIL PLANS FOR 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 04/28/2025 -ISSUE FOR PERMIT INDEX OF SHEETS CIVIL ENGINEERING (ALJ LINDSEY, LLC) 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 POND SERVICE AREA (EXISTING CONDITIONS) C2.1 POND SERVICE (PROPOSED CONDITIONS) C2.2 POND OUTFALL (PROPOSED CONDITIONS) C2.3 EXISTING POND PLAN (1 OF 2) (FOR REFERENCE ONLY) C2.4 EXISTING POND PLAN (2 OF 2) (FOR REFERENCE ONLY) C3.0 GRADING PLAN C4.0 PAVING PLAN C5.0 EROSION CONTROL PLAN C6.0 CONSTRUCTION DETAILS (1 OF 2) C6.1 CONSTRUCTION DETAILS (2 OF 2) C7.0 HCFCD EXPRESS REVIEW SHEET 11518 OLD LA PORTE RD LA PORTE, TEXAS 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 CORE BUILDING11518 OLD LA PORTE RDLA PORTE, TEXAS 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 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 H4 ARCHITECTS + ENGINEERS ATTN: J. ALLAN HENSLEY JR. 25215 OAKHURST DR SPRING, TEXAS 77386 281-384-3410 GENERAL NOTESC0.1ALJ PROJECT NO. DATE: SCALE: DRAWN BY: CHECKED BY: SULZER CORE BUILDING 11518 OLD LA PORTE RD LA PORTE, TEXAS 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 CORE BUILDING11518 OLD LA PORTE RDLA PORTE, TEXAS 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 CORE BUILDING11518 OLD LA PORTE RDLA PORTE, TEXAS 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 LEGEND POND SERVICE AREA(EXISTINGCONDITIONS)C2.0 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 CORE BUILDING11518 OLD LA PORTE RDLA PORTE, TEXAS 7757118635 N. Eldridge Pkwy, Suite 200Tomball, TX 77377281.301.5955FRN F-11526Civil EngineersALJLindseyGENERAL NOTES RESTRICTOR CALCULATIONS LEGEND POND SERVICE(PROPOSEDCONDITIONS)C2.1 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 ALJ PROJECT NO.DATE:SCALE:DRAWN BY:CHECKED BY:SULZER CORE BUILDING11518 OLD LA PORTE RDLA PORTE, TEXAS 7757118635 N. Eldridge Pkwy, Suite 200Tomball, TX 77377281.301.5955FRN F-11526Civil EngineersALJLindseyGENERAL NOTES RESTRICTOR CALCULATIONS CROSS SECTION B-B NTS LEGEND POND OUTFALL(PROPOSEDCONDITIONS)C2.2 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 CORE BUILDING11518 OLD LA PORTE RDLA PORTE, TEXAS 7757118635 N. Eldridge Pkwy, Suite 200Tomball, TX 77377281.301.5955FRN F-11526Civil EngineersALJLindseyINSERT "A" SCALE: 1:20 GENERAL NOTES FOR R E F E R E N C E O N L Y EXISTING POND PLAN (1 OF 2) (FOR REFERENCE ONLY) C2.3 FOR R E F E R E N C E O N L Y EXISTING POND PLAN (1 OF 2) (FOR REFERENCE ONLY) C2.4 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 GRADING PLANC3.0ALJ PROJECT NO.DATE:SCALE:DRAWN BY:CHECKED BY:SULZER CORE BUILDING11518 OLD LA PORTE RDLA PORTE, TEXAS 7757118635 N. Eldridge Pkwy, Suite 200Tomball, TX 77377281.301.5955FRN F-11526Civil EngineersALJLindseyGENERAL NOTES PRECISE GRADING NOTE KEYED NOTES PAVING PLANC4.0 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 CORE BUILDING11518 OLD LA PORTE RDLA PORTE, TEXAS 7757118635 N. Eldridge Pkwy, Suite 200Tomball, TX 77377281.301.5955FRN F-11526Civil EngineersALJLindsey SITE DATA LEGEND EROSION CONTROLPLANC5.0ALJ PROJECT NO.DATE:SCALE:DRAWN BY:CHECKED BY:SULZER CORE BUILDING11518 OLD LA PORTE RDLA PORTE, TEXAS 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 CONSTRUCTIONDETAILS (1 OF 2)C6.0ALJ PROJECT NO.DATE:SCALE:DRAWN BY:CHECKED BY:SULZER CORE BUILDING11518 OLD LA PORTE RDLA PORTE, TEXAS 7757118635 N. Eldridge Pkwy, Suite 200Tomball, TX 77377281.301.5955FRN F-11526Civil EngineersALJLindseySAWCUT DETAIL CONTROL JOINT EXPANSION JOINT WHEEL STOP CONCRETE PAVING SECTION STANDARD PAVING HEADER BAR SCHEMATIC FOR SMALL RADIUS CURVE GRATE INLET CONCRETE BLOCKOUT LONGITUDINAL JOINT DETAIL SHOWING THE DOWELING OF NEW TO EXISTING PAVEMENT CONSTRUCTIONDETAILS (2 OF 2)C6.1ALJ PROJECT NO.DATE:SCALE:DRAWN BY:CHECKED BY:SULZER CORE BUILDING11518 OLD LA PORTE RDLA PORTE, TEXAS 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. 04/29/2025 C7.0 C7.0 SULZER CORE BUILDING 11518 OLD LA PORTE ROAD, LA PORTE, TX 77571 Please provide the approval.