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HomeMy WebLinkAboutJACK'S CONVENIENCE STORE SITE PLANGENERAL NOTES: A- ALL EXCAVATED SOIL FROM FOUNDATION SHALL BE REMOVED UNLESS SPECIFICALLY CALLED FOR ON PLANS. B- AT NO TIME MAY RUN-OFF FROM CONSTRUCTION SITE TRAVERSE NEIGHBORING PROPERTY, C- WE THE ENGINEER CERTIFY THAT THERE WILL BE NO IMPACT TO THE NEIGHBORING PROPERTIES DUE TO THIS NEW DEVELOPMENT AND DRAINAGE SYSTEM. PROJECT BENCH MARK: CITY OF LA PORTE, TEXAS, CITY SURVEY MARKER BASED ON RM NO. 1069 , ELEVATION:10.80' ADJUSTMENT:73 DRAINAGE NOTES: CONTACT THE HARRIS COUNTY DRAINAGE DISTRICT 48 HOURS PRIOR TO THE COMMENCING CONSTRUCTION AND UPON COMPLETION FOR THE FINAL INSPECTION. BUILDING, FENCES OR OTHER STRUCTURES SHALL NOT BE ERECTED CCOD RIGHT—OF—WAY OR DRAINAGE EASEMENTS. THE DETENTION AND DRAINAGE FACILITIES ARE TO BE MAINTAINED BY THE PROPERTY OWNER. ALL DRAINAGE FACILITIES SHALL HAVE EROSION CONTROL ESTABLISHED UPON COMPLETION. CONTRACTOR TO PROVIDE THE DISTRICT WITH PROPOSED GRASS TYPE, APPLICATION RATE AND METHOD FOR APPROVAL PRIOR TO COMMENCING NOTE: PRIOR TO CONSTRUCTION ALL DIMENSIONS MUST BE CHECKED AND VERIFIED BEFORE CONSTRUCTION MAY BEGIN, IN CASE OF A DISCREPANCY/ERROR CONTACT GENERAL CONTRACTOR IMMEDIATELY. APPROVAL NOTES: HARRIS COUNTY APPROVAL OF THIS SITE PLAN WILL BE VALID FOR ONLY ONE YEAR. IF A BUILDING PERMIT IS NOT ISSUED AND CONSTRUCTION HAS NOT BEGUN, THE DEVELOPER WILL BE REQUIRED TO RESUBMIT THE SITE PLAN FOR APPROVAL. THIS PROPERTY DOES LIE WITHIN THE 100 YEAR FLOOD PLAIN AS PER THE.FLOOD INSURANCE RATE MAP : 48201CO PANEL : 945—J DATE : NOVEMBER 06, 1996 ZONE :AE B.F.E=11 FIND. 1 /2" IR N 41 °21 '36" Lot 7 Dejon, Betty FNI IR( Lot McClure, Jot Carpente GRADING NOTES: 1. STRIP AND REMOVE ALL SURFACE ORGANIC, TOPSOIL AND UNSUITABLE MATERIALS FROM ALL BUILDING AND PAVING AREAS . TREE STUMPS INCLUDING THE ROOT SYSTEM SHOULD BE REMOVED. 2. ESTABLISH POSITIVE SITE DRAINAGE. INSTALL STORM DRAINAGE STRUCTURES IF REQUIRED. 3, PROOF ROLL THE SUBGRADE TO DETECT ANY WET, SOFT, OR PUMPING AREAS, TREAT THESE AEWAS WITH DRYING OR STABILIZING AGENTS AS NECESSARY OR REMOVE AND REPLACE THEM WITH A SUITABLE FILL MATERIAL. 4, COMPACT THE SUBGRADE TO A MINIMUM OF NINETY FIVE (95) PERCENT OF ITS MAX. DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR COMPACTION TEST (ASTM D'698) 5. ADDITIONAL FILL MATERIAL WITHIN THE BUILDING AREA SHOULD BE A SILTY OR SANDY CLAY HAVING A PLASTICITY INDEX (PI) OF TEN (10) TO TWENTY )20) AND A LIQUID LIMIT OF 28 OR MORE. FILL MATERIALS SHOULD BE PLACED IN SIX (6) TO EIGHT (8) INCH LOOSE LIFTS AND COMPACTED AT OPTIMUM MOISTURE CONTENT TO NINETY-FIVE (95) PERCENT OF THEIR MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR COMPACTION TEST. DETENTION CALCULATION DEVELOPMENT AREA = 165.20' X 250' = 41,300 SQF. DETENTION RATE = 0.20 AC.-FT/AC. PER CITY OF LAPORTE DETENTION VOLUME REQUIRED 165.20 X 250 X 0.20 ACRE-FT/AC. = 8,260 CUF. DETENTION VOLUME PROVIDED VOLUME DETENTION POND AREA "A" = (90' X 101' X 0.5)/2= 2,272.50 CUF. AREA "B" = (78.25' X 100' X 0.5)/2= 1,956.00 CUF. AREA "C" = (125' X 55' X 0.5)/2= 1,719 CUF. AREA "D" = (125' X 100' X 0.5)/2= 3,125 CUF. TOTAL DETENTION PROVIDED = 9,072 CUF. 9,072 CUF. > 8,260 CUF. (O.K) LEGEND PROPERTY OR CONVEYANCE LINE WALL LINE - EASEMENT OR LOT DIVISION LINES = --- — MISC. IMPROVEMENTS = COVERED CONCRETE=------------ COV. CONC. = COVERED CONCRETE U.E. = UTILITY EASEMENT A.E. - = AERIAL EASEMENT B.L. = BUILDING LINE H.C.C.F. = HARRIS COUNTY CLERK'S FILE D.R.H.C. = DEED -RECORDS OF HARRIS COUNTY M.R.H.C. = MAP RECORDS OF HARRIS COUNTY F.C. = FILM CODE LEGEND: 101.70 PROPOSED GRADE EXISTING GRADE 12x12x12 INLET SB12 PARK ..� FLOW DIRECTION NEW STORM LINE a Track 9A Belcher Fern Lot 15 Southerland Gregory THERE ARE NO EXISTING STORM SEWERS ON SITE BLOCK 2 V. 89, PG. 52 M.R.H.C. Lot 15 Southerland Gregory PUBLIC PHONES W11 H.C. Tracks 9d,9c Belcher Fern Lot 15 Southerland Gregory EXISTING DRIVEWAT WAS REDUCED FROM 100' TO 60' PER CITY OF LAPORTE. TEH REMAINDER OF TRACT WILL BE LIMITED TO (2) 30' WIDE DRIVES ©z 0 S T 1 /2" IRON ROD o� tiQ CL DROP INLET GRATE = 9,48' BOTTOM = 7.68 Q o� N Z N 00 F d J O SITE PLAN J SCALE 1"= 20" LEGAL DESCRIPTION AND ADRESS: BLOCK:2, VOLUME 89, PAGE 52, H.C.M.R., LA PORTE, TEXAS ADDRESS: 3124 SOUTH BROADWAY { OLD HIGHWAY 146 ) LAPORTE , TEXAS OWNED AND DEVELOPED BY: JACK'S CONVENIENCE STORE Mr. Naveed Khan, Owner LAND USE ANALYSIS PROPERTY ZONE NC TOTAL AREA......................................................41,500 S.F. MAX -COVERAGE BY ORDINANCE 40%..................................16,600 S.F. AREA COVERED................................................6,378 S.F. PARKING ANALYSIS BUILDING AREA..................................................6,378 S.F. REQ. 1 SPACE PER 250 SF..............................26 CARS SPACES PROVIDED. ................................................ 32 CARS REQ. 1H/C SPACE... .............................................. 1 SPACE H/C SPACE PROVIDED ..... ................. ..................... I SPACE LANDSCAPE ANALYSIS TOTAL LAND.......................................................41,500 S,F. LESS AREA UNDER ROOF....................................6,378 S.F. BALANCE AREA.................................................35,122 S.F. 6% LANDSCAPE REQUIRED................................2,096 S.F. LANDSCAPE PROVIDED ..... ................................... 3,660 S.F. LANDSCAPE NOTES 1) SHRUBS -- RED TIP PHOTINA 2) TREES LIVE OAK OR CRAPE MYRTLE 3) NON- SPECIFIED AREA SHALL BE GRASS (SEED OR SOD) LANDSCAPE LEGEND 1) SHURBS - RED TIP PHOTINA 2) TREES LIVE OAK OR CRAPE MYRTLE 3) NON- SPECIFIED AREA SHALL BE GRASS (SEED OR SOD) TREES LIVE OAK SHRUBS — RED TIP PHOTINA EXISTING TREES CITY APPROVING AUTHORITY CERTIFICATE THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF JACK'S CONVENIENCE STORE IN CONFORMANCE WITH THE ORDINANCES OF THE CITY OF LA PORTE. BY: 1 27-o3 Director, t anning D opment. SITE PLAN ACCURACY CERTIFICATE I, ESRHA VATANI AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS TO PRACTICE THE PROFESSION OF CIVIL ENGINEERING AND HEREBY CERTIFY THAT THE ABOVE SITE PLAN IS TRUE AND CORRECT:AND THAT ALL BEARINGS,D]STANCES, CURVED RADIUSES,AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON THE SITE PLAN. z REGISTER PROFESSIONAL. ENGINEER. 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