Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
7 ELEVEN (11921 W FAIRMONT PKWY) SITE PLAN
XXXXXXXXXXXXXXXX X X X X XXXXXX P P P P P P P P P P P P P PP P P P P 10' HUMBLE PIPELINE EASEMENT D121822 & D085827 W. FAIRMONT PARKWAY ( R.O.W. VARIES)BAY AREA BLVD(150' R.O.W.)50' WATERLINE ESMT(C.F. RP-2020-56429510' W.L. AND U.E. ESMT. M387153 & M183803 IRREG. HCFCD ESMT. (H.C.C.F. NO. 20100309266) PROPOSED DETENTION POND 0.42 ACRES 20' BUILDING SETBACK 10' SIDE SETBACKXX XXXXXXXXXXXX X X 8 C.Y. DUMPSTERPROVIDED BYOTHERS8 C.Y. DUMPSTERPROVIDED BYOTHERS 400 GAL.GREASE BINPROVIDED BYOTHERS 7-ELEVEN 4,650 SF NOPARKINGVAN PROPOSED ACCESS EASEMENT HCFCD CHANNEL A104-07-01 NOPARKINGVANFUTUREEV SPACEFUTUREEV SPACEFUTUREEV SPACEFUTUREEV SPACENOPARKINGNOPARKINGNOPARKINGNOPARKING NOPARKINGNOPARKINGFUTUREEV SPACEFUTUREEV SPACE11 7 10 PROP FUEL CANOPY AND PUMPS. REF ARCH PLANS FOR DETAILS UNDERGROUND FUEL TANKS. REF MEP PLANS FOR DETAILS108.7'11.0' 5.0' R 2 0 . 0 ' R 5 . 0 'R10.0'R35.0' R20.0'R20.0'R20.0' R20. 0' R 2 0 . 0 'R20.0'R2 0 .0 'R20.0'R 2 0 . 0 'R20.0'45.0'56.0'20.0'TYP37.0'38.0'42.0'33.0'36.0'36.0'30.0'20.0'TYP60.0'9.0' TYP 9.0' TYP 33.0'55.2' 30.0' 20.0' TYP 9.0'TYP13.6'36.0' 18.8'104.7'112.7'128.9'175.0'254.9'132.8'158.3'122.1'1 1 4 10 5 5 2 2 2 2 7 7 8 7 7 8 2 2 PROPOSED MONUMENT SIGN TYP9 122.4'30.7'107.0'PROPOSED ±1560 SF OF ASPHALT PAVEMENT TO MATCH FAIRMONT PKWY. 59.3' EXISTING FENCE TO BE REMOVED PROP. LEFT TURN LANE (SEE SHEET C8.0 FOR DETAILS) PROP. DUMPSTER ENCLOSURE TO BE SCREENED (REF. ARCHITECTURAL PLANS FOR DETAILS) 123.2' PROPOSED SIDEWALK EXTENSION 11 11 TRANSITION FROM ASPHALT PAVEMENT TO PROPOSED CONCRETE. DRIVEWAY TO MATCH ROAD PAVEMENT FOR 1' RECESS. REF DETAIL ON SHEET C9.0 PROP. CHAIN LINK FENCE (REFERENCE SHEET C9.2 FOR DETAILS) 11 EXISTING GUY WIRE TO BE RELOCATED OUTSIDE OF DRIVEWAY AND SIDEWALK. CONTRACTOR TO COORDINATE WITH CENTERPOINT ENERGY. EXISTING CONCRETE ROAD PAVEMENT 6 65.5'EXISTING ASPHALT ROAD PAVEMENT EXISTING ASPHALT ROAD PAVEMENT PROP. GATE (REF. SHEET C9.2 FOR DETAIL) 2 EX.11.0'EX.12.0'12.0'11.5'EX.12.0'EX.12.0'EX. PAVEMENT STRIPING TO BE REMOVED EX. PAVEMENT STRIPING TO BE REMOVED 12 12 12 121212 EXISTING CONCRETE ROAD PAVEMENT W. FAIRMONT PARKWAY R.O.W.BAY AREA BLVD R.O.W. CAUTION: EXISTING PIPELINE AND PIPELINE EASEMENT. CONTRACTOR TO SECURE APPROVAL OF CONSTRUCTION FROM PIPELINE COMPANY PRIOR TO COMMENCING CONSTRUCTION CAUTION: EXISTING PIPELINE AND PIPELINE EASEMENT. CONTRACTOR TO SECURE APPROVAL OF CONSTRUCTION FROM PIPELINE COMPANY PRIOR TO COMMENCING CONSTRUCTION CAUTION: EXISTING PIPELINE. CONTRACTOR TO SECURE APPROVAL OF CONSTRUCTION FROM PIPELINE COMPANY PRIOR TO COMMENCING CONSTRUCTION 173.5'12.5'12.0'12.0'95.2'5.5'12.0'62.3'26.3'78.3' 18.8'174.5'6.5'11.0'11.2'6.5' 20.0' TYP 93.1'50.8'50.0'10.5'102.2' 1 R10.0' R 1 0 . 0 ' R10. 0' 1 7 PROPOSED MONUMENT SIGN PROP. 15' PRIVATE STORM SEWER EASEMENT 5.0'5.0' PROP. CONC. PILOT CHANNEL (REF. DETAIL ON SHEET C4.0) 2 8.0'11.0' 4 10 5 5.0'5.0'5.0'NO CURB NO CURB NO CURB FUTURE EV EQUIP. BY OTHERS 4 4 4 5.5'30.5'2.6' 11.8' 49.8'37.9' 64.0'37.7'24.3'43.5'5.0' 4 5.0' 6 6 6 6 5.0'8.0' 5.0' 18.0' WIDE CONCRETE LINED EXTREME EVENT OVERFLOW WEIR PER DETAIL ON SHEET C6.1 10 4 10 10 10 10 10 A A CONTRACTOR TO PROVIDE PAVEMENT EXPANSION JOINT AT 50' WATERLINE EASEMENT BOUNDARY CONTRACTOR TO PROVIDE PAVEMENT EXPANSION JOINT AT 50' WATERLINE EASEMENT BOUNDARY ROW PROPOSED SIDEWALK EXISTING ROADSIDE DITCH TO REMAIN EXISTING GRADE This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.BYDATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTPlotted By:Macik, Diana Sheet Set:Kha Layout:C3.0 September 30, 2022 02:35:24pm K:\WDL_Civil\068903507-LASCO 7-Eleven Fairmont\DWG\PlanSheets\C-DimC.dwgTEXASHARRIS COUNTY0689035089/21/2022DNMAPDSLH7-ELEVEN #4222711921 W FAIRMONT PKWY, LA PORTE, TX 77571PREPARED FORFAIRMONT BAY AREA RETAIL PARTNERS, LTD.© 2022 KIMLEY-HORN AND ASSOCIATES, INC.1400 WOODLOCH FOREST DRIVE, SUITE 225THE WOODLANDS, TX 77380PHONE: 281-475-2816TBPE FIRM REGISTRATION F-928WWW.KIMLEY-HORN.COM9/21/2022CWA PERMIT NO. 2022-22RICHARD PEARSALLSURVEY, A-625DIMENSION CONTROLAND PAVING PLANC3.0 CAUTION!! EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS.Know what's below. before you dig.Call R NORTH GENERAL NOTES 1. DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2. ALL RADII 2' UNLESS OTHERWISE NOTED. 3. REFER TO ARCHITECTURAL PLANS FOR SITE LIGHTING POLES AND FIXTURES AND ELECTRICAL PLAN PRIOR TO PLACING PAVEMENT. 4. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS. 5. SIDEWALKS TO HAVE A 5% MAXIMUM RUNNING SLOPE AND A 2% MAXIMUM CROSS SLOPE IN ACCORDANCE WITH ADA REQUIREMENTS. 6. FIELD VERIFY ADA GRADES PRIOR TO PLACING PAVEMENT. CONTRACTOR SHALL CONSTRUCT ALL ACCESSIBLE ROUTES IN ACCORDANCE WITH ADA STANDARDS AND TAS. 7. REF. IRRIGATION PLANS PRIOR TO PLACING PAVEMENT. 8. CONTRACTOR SHALL BUDGET FOR ACCESSIBLE STALL STRIPING, FIRE LANE STRIPING, DIRECTIONAL ARROWS, ETC. 9. SITE LIGHTING IS BY OTHERS. REF. SITE LIGHTING PLANS FOR LOCATIONS AND DETAILS PRIOR TO PLACING PAVEMENT. 10. REF. BUILDING PLANS FOR ALL EXTERIOR STAIR DETAILS. 11. CONTRACTOR TO ADJUST EXISTING SANITARY SEWER MANHOLES, STORM SEWER MANHOLES, ELECTRICAL MANHOLES, FIRE HYDRANTS, VALVE BOXES, WATER METERS, ETC. TO MATCH PROPOSED FINISHED GRADES IF NECESSARY. 12. FUEL CANOPY COLUMNS MUST MATCH BUILDING MATERIALS. KEYED NOTES PARKING LOT STRIPING; 4" SOLID WHITE STRIPE PROPOSED 6" CURB. ACCESSIBLE RAMP (SEE DETAIL SHEET C8.0) 4" SOLID WHITE STRIPING, 2'-0" O.C. @ 45° PROPOSED ACCESSIBLE HC PARKING STALL WITH ACCESSIBLE PARKING SYMBOL AND SIGN END OF 6" CURB. INSTALL CURB TERMINATION. PROPOSED 6" CURB. TIE INTO EXISTING CURB. PROPOSED SAWCUT/MATCH EXISTING PAVEMENT LINE PROPOSED BOLLARD (SEE ARCHITECTURAL PLANS FOR DETAIL) "NO PARKING" CENTERED IN CAPITAL LETTERS; 12" MIN. LETTERING HEIGHT WITH 2" MIN. STROKE WIDTH PROPOSED STOP SIGN AND STOP BAR MATCH EXISTING W FARIMONT PARKWAY PAVEMENT MARKINGS (8" SOLID WHITE STRIPE) PARKING SUMMARY PARKING REQUIRED TOTAL STALLS REQUIRED 22 PARKING PROVIDED STANDARD STALLS PROVIDED 32 ACCESSIBLE STALLS PROVIDED 3 TOTAL STALLS PROVIDED 35 AS PART OF THE BASE BID FOR THIS PROJECT, CONTRACTOR SHALL ADHERE TO THE PROJECT GEOTECHNICAL REPORT FOR ALL RECOMMENDATIONS FOR BOTH MATERIALS AND PRACTICE OF INSTALLATION GIVEN IN THE PROJECT GEOTECHNICAL REPORT FOR EARTHWORK, SITE SUBGRADE PREPARATION, BUILDING PAD SUBGRADE PREPARATION, PAVING, AND WET/SOFT SOILS CONDITIONS ALONG WITH ANY OTHER SECTIONS PROVIDED IN THE REPORT. TITLE: GEOTECHNICAL ENGINEERING REPORT BY: ECS SOUTHWEST, LLP DATED: MAY 24, 2021 INCLUDING ALL REVISIONS AND ADDENDA TO THIS REPORT THAT MAY HAVE BEEN RELEASED AFTER THE NOTED DATE. LEGEND PROPERTY LINE EXISTING FIRE LANE STRIPING PARKING COUNT ACCESSIBLE CURB RAMP ACCESSIBILITY SPACE PROPOSED FULL DEPTH SAWCUT PROPOSED RETAINING WALL (REF. GRADING PLAN FOR MORE DETAILS) PROPOSED RETAINING WALL ZONE (REF. GRADING PLAN FOR MORE DETAILS) PROPOSED PAVEMENT EXPANSION JOINT PAVING MATERIAL LEGEND LIGHT DUTY CONCRETE PAVEMENT (REF. SHEET C9.0 FOR STANDARD DETAILS) MEDIUM DUTY CONCRETE PAVEMENT (REF. SHEET C9.0 FOR STANDARD DETAILS) HEAVY DUTY CONCRETE PAVEMENT (REF. SHEET C9.0 FOR STANDARD DETAILS) CONCRETE PAD. REF. STRUCTURAL PLANS FOR DETAILS CONCRETE SIDEWALK (REF. SHEET C9.0 FOR STANDARD DETAILS) LANDSCAPE AREA PROPOSED ASPHALT PAVEMENT 4 SITE DATA TABLE NAME OF DEVELOPMENT 7-ELEVEN FAIRMONT TYPE OF DEVELOPMENT FUEL STATION LEGAL DESCRIPTION OF SITE TRS 2A 3 4 4A & TR 23D BAYPORT U/R SEC 1 ABST 625 R PEARSALL SITE ADDRESS TBD LOT SIZE 2.973 ACRES BUILDING SIZE 4,650 SF LOT COVERAGE 68.7% ZONING (PER CITY OF LA PORTE)BUSINESS INDUSTRIAL OWNER/DEVELOPER LASCO DEVELOPMENT COMPANY ENGINEER KIMLEY-HORN HCAD NUMBER #0440510000100 DEVELOPED AREA 3.34 SECTION A-A BAY AREA BOULEVARD CROSS SECTION City Approving Authority Certificate: This is to certify that on ___day of , 2022 the City of La Porte, Texas, has approved this site plan and development of 7-Eleven Fairmont in conformance with the ordinances of the City of La Porte. By: _________________________ Director, Planning and Development City _________________________ City Planner _________________________ City Engineer 3rd October This Drawing has been reviewed and found to be: in compliance not in compliance (see markups) -> RESUBMIT Approval of these plans does not relieve the contractor of responsibility of ensuring proper construction per City ordinances. Any deviation from approved plans must be submitted to the City for review and approval prior to construction. Date: ________________ By: 10/4/2022 x