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HomeMy WebLinkAboutBOB JACKSON PROJECT SITE PLANHCAD #0240800890001; LOUGHRIDGE LOTS 1-7 I I I LOT 5 I LOT 4 LOT 1 ' LOT 2 I LOT 1 - - -I- - - - - - - - - - - - -1- - - - - - - - - - - - - - - - - - - - - - - - - -t- - - - - - - - - - - - - - - - - - - - - - - - - ---I------------- I I _10' BLDG.-SET BACK - I I i HCAD #0240800890027; ROBERTS LOTS 27,28 11 O- 4 5 7 IVALLEY ..6p II I i W W W ( I I •Y Y W II I � yW yW+l I I � I .vyW yoy.l 20' I ,� I 4� (Q P) W W W 4 i 6" CONCRETE DRIVE WITHi #4 REBAR @ 112 0. C. I 10 PROPOSED METAL i W W W i BUILDING I IW 40' X 80' I W W (31200 SQ FT) WyyWWW� I W W 1• I 30'-0'— —40'-0' I W W W O'-0: W i II W Y W W W W 1 4 IW Y W l W II WyW� II O Y W I i i W W .Y PI MINOR DEVELOPMENT SITE PLAN SURVEY OF LOTS 29-32, BLOCK 689, TOWN OF LA PORTE, HARRIS COUNTY, TEXAS, DEED REFERENCE& MAP OR PLAT RECORDED IN VOL. 58, PAGE 462 H,C,D.R, TYPE OF DEVELOPMENTT OFFICE/WAREHOUSE ZONE LIGHT INDUSTRIAL (LI) OWNER ROBERT AND JANIE JACKSON 2102 ROCKY CREEK PEARLAND, TEXAS 77581 DE VELOPERT ROBERT AND JANIE JACKSON 2102 ROCKY CREEK PEARLAND, TEXAS 77581 r CN Cn Uj W�o z W S PARKING CALCULATI❑NST O o Cn [L 4 (MIN) PLUS 3 PER 1,000 SQ. FT, OF OFFICE = 3 Q 01 PER 1,5 NON-❑FFICE EMPLOYEES = 3 0 Q v TOTAL OF 10 PARKING SPACES- 1 HC ACCESSIBLE OVERHEAD 200A SERVICE ENTRANCE 240/120V 10 4W NOTE TO THE OWNER: PRIOR TO CHANGE OF OCCUPANCY, OWNER MUST COORDINATE WITH CITY OF LA PORTE REGARDING PARKING DEVELOPMENT. ` y o POWER FF=21.00 14 14 POLE I W W W� i 1 W 4 .81.1A le � I I oWOW ,.j.. ( WL Y CLJ i 20' BLDG. SET BACK 9 I ��' I I i I I 1 i6" CONCRETE DRIVE. WITH #4 REBAR @ 12 O.C. ( 1 QQ - - - — LOT 28 _ — — — — T 29—.--.-L..- AM LOT 310 -- .-- -- --L T 31 .--.--.— .--.-- - - - I-;.ar10' 0- --- - _-0' --- -- t J FLOW RESTRICTOR `9� ✓ T _��� 3/4' WATER METER AND TAP OPEN DITCH SYSTEM FL `J _ _ _ _ _Tee eYeY HAMIS COUI aaNmanc _ _ _ OPEN DITCH SYSTEM FL BY CITY �I PROPOSED CONC. DRIVEWAY o S10" SANITARY SEWER MAINS S MEET EXISTING PAVEMENT. S �S S S S—} NOTE: ASSUMED j OF STREET 20.4 NORTH 16TH STREET (60' R.O.W.) SITE AND DRAINAGE PLAN PAVEMENT" . RESTRICTOR DETAIL ' ' 18' RCP APPRP❑PRIATE �•' M' ' L' BACKFILL """ ' -.� :'" MORTAR ' • *' EMBEDMENT 6' PVC RESTRICT❑R DETAILS i LEGEND TOC TOP OF CURB TOW TOP OF WALK TOP TOP OF PAVEMENT FL FLOW LINE SANITARY SEWER POWER POLE FIRE HYDRANT LOCATED AT NE CORNER OF N. 16TH STREET AND W. ADAMS STREET R.O.W., APROX. 85 FEET AWAY r_s Iwo SCALE: 1"=19 I 03 EXTEND 12' AND TIE INTO PAVEMENT " PAVEMENT GENERAL NOTES 1. THIS SITE PLAN IS NOT A SURVEY, BUT RATHER A SURVEY PREPARED FROM A SURVEY DONE BY C, A. MCKINLEY DATED ON 5/16/04. 2. THIS TRACT DOES NOT LIE WITHIN THE 100 YEAR FLOOD PLAIN ACCORDING TO THE FEMA MAP PANEL NO, 48201CO945J, REVISED NOVEMBER 6, 1996 (ZONE 'X'), 3. LAND TO BE DEVELOPED AT THIS TIME CONSISTS OF LOTS 29-32 OUT OF BLOCK 689, TOWN OF LA PORTE, 4, PROPOSED BUILDING SHALL CONSIST OF 2 USE GROUP SECTIONS; 2,720 SQ, FT, WAREHOUSE AND 480 SQ, FT, OFFICE AREAS, 5, UTILITIES AVAILABLITY REQUEST; #UV-04005, 6. LETTER OF INFRASTRUCTURE L❑CATIONS #CDR-04-012, 7, CITY SIC CODE SHALL BE DETERMINED AT THE TIME OF LEASE, LANDSCAPE CALCULATIONS DEVELOPED PORTION OF LAND = 12,500 SQ, FT. (.286 ACRES) DEVELOPED BUILDING = 31200 SQ. FT, 12,500 SQ. FT, - 3,200 SQ. FT, = 9,300 SQ, FT, REQUIRED LANDSCAPE 6% 9,300 SQ, FT. X 6% = 558 Sa FT. TOTAL LANDSCAPE REQUIRED LANDSCAPE < PROVIDED LANDSCAPE 558 SF < 1608 SF 5 uRn, c: • ' TROUGH DETAIL @ PAVING REINFORCEMENTFOR PAVING FORMED.STD DRAINAGE TROU #4 REBAR ••: ' CONTINUOUS #4° REBAR @ 24. O.C. SCALE: NONE 02 NOTES TO SITE AND DRAINAGE PLAN DETENTION -CAL —CULATIONS AREA = 110' X 125' = 12,500 SQ FT, (.286 AC) Cs = .20 AC -FT/ AC DETENTION REQUIRED 12,500 SQ FT - 1,608 SQ FT (LANDSCAPING) = 10,892 SQ FT 10,892 SQ FT X ,20 AC -FT/ AC = 2179 CU FT Sal RFACE DETENTION AREAS 7063 SQ FT X .50' X .57 = 2013 CU FT (.57 X 6' = 3.421> TOTAL SURFACE DETENTION = 2013 CU FT TOP OF CURB = 20.40 WATER LEVEL = 20,18 TROUGH SIZE/LENGTH AND OUTLET 12' X 19' (FORMED CONCRETE) = 120 FT 6' PIPE = 12.1 FT USE OF A 6' FLOW RESTRICTOR TROUGH CAPACITY CA r.I H ATIQN 12' X 19' X 120, = 190CUFT TOTAL TROUGH DETENTION = 190 CU FT T❑TAL DETENTION REQUIRED DETENTION < PROVIDED DETENTION 2179 CF < 2203 CF This is to certify that the City of La Porte, Texas has approved this site plan and development of BOB JACKSON In conformance with the laws of the State of Texas and the ordinances of the City of a Porte. Y B I _ D 0-oir ector,te Planning Departmen Atte 1 By'I !rox_ La Porte City E eer Atl------------------- P,O. Box 1115 604 West Fairmont Parkway La Porte, Texas 77572-1115 I, , AM REGISTERED UNDER THE LAWS OF TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING AND HEREBY CERTIFY THAT THIS MINOR SITE PLAN IS TRUE AND CORRECT AS TO PROPOSED SITE IMPROVEMENTS, JIMMIE D. C0KER, P,E, TEXAS REGISTRATION NO. 10259 0 LU LOCATION MAP SCALE: NONE 4 1 (3* 1,�n Win; architecture - design - - construction manageme 530 So. BroadW,' La Porte, Texas 775 Of0e:281.787.0552 Fax:(281)471.1 www.pmjectdesignpartners.cor PROJECT NUMBER ----- PROJECT TITLE z W ti O�F-ti to U U) ti � -r X W W WO �Z0. 0) CON J C\1 PROFESSIONAL, SEAL DRAWINGS ISSUED FOR; ONWR APPROVAL PROGRESS PRINT FINAL PRINT SCOPE OF THE DOCUMEN' THIS DRAWING INDICATES THE GENERAL SCOPE OF T) PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, TI DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURI ELEMENTS AND THE TYPE OF STRUCTURAL, MECHANIC ELECTRICAL SYSTEMS. AS SCOPE DOCUMENTS, TH DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE Al WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETIC OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. C THE BASIS OF THE GENERAL SCOPE INDICATED 0 DESCRIBED, THE CONTRACTOR SHALL FURNISH ALL ITEM REQUIRED FOR THE PROPER EXECUTION AND COMPLETION C THE WORK. THESE DRAWINGS SHALL NOT BE USED FG CONSTRUCTION UNLESS DATED AND NOTED AB ISSUED FO CONSTRUCTION WORK. THIS DOCUMENT Is THE PROPERT OF M P—k. •i 1 4-4wry AND IS NOT TO BE USED. I WHOLE OR IN PART, WITHOUT THE WRITTEN AUTHORIZATION C WARN / N© IF THIS BAR DOES NOT MEASURE P THEN DRAWING IS NOT TO SCALE DRAWN BY: DPL CHECKED BY: DATE ?004/10/Ot SHEET TITLE SITE & DRAINAGE PLAN DRAWING NUMBER SHEET NO. Ci 02 1: 0� - 61,2w