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HomeMy WebLinkAboutLPISD / SAN JACINTO COLLEGE PROJECT SITE PLANa � o I z z N N W - a w _ m � - I Z U7 m - o - p O mw Q a 1 N iI w z U LLf Z N 2 N pLU IL C� 1- Z a W Q o0W WM �o= f 0 UQW o0 Q. �. ¢.. in�- o o W Z=U � N CO N N 0000, N. I I— NJrIA (15) ® - DWARF MYRTLE SHRUBS WITH CONTINUOUS METAL EDGING. EXISTING RESIDENCE EX 11 .I G IA/COT C QT WEST "G" STREET 60' ROW CONCRETE PAVING N 1 LPISD SAN JACINTO COLLEGE SITE PLAN SCALE: 1"=20'4" -�-- - "` ' �� ITV FLAP RTE - SITE PLAN REVIEW I . ,I "I F CITYAPPROVINGAUTHORITYCERTIFICATE Itll 1I 1 I I I t t I I I I I 1 1U THIS IS TO CERTIFY THAT THE CITY OF LA POR E, TEXAS HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF THE ... _._` LPISD/SAN JACINTO COLLEGE — PARKING & IMPROVEMENTS w[srestr IN CONFORMANCE WITH THE ORDINANCES OFTY OF LA PORTE. —� �✓ DIRECTOR OF PLANNING 2 N SITE PLANACCURACYCERTIFICATE IRRIGATION PLAN — — EXTENTS OF IRRIGAT70N 1, William Wilkinson. am licensed under the IoWs of the SCALE: 1"=1000'-0° State of Texas to practice the profession of engineering (or surveying) and hereby certify that above plat or site NOTE. THE PLAN ABOVE REPRESENTS ALL AREAS TO plan is true and correct, and that all bearings, distances, RECIEVE IRRIGATION, REFER TO SPEC SECTION 32 8000 angles, curve radiuses, and central angles are accurately FOR RELATED REQUIREMENTS FOR PRODUCTS, DESIGN, & shoWn on the plat. DELIVERY. ALL IRRIGATION SHALL COMPLY WITH THE CITY --q PLUMBING AND ELECTRICAL CODES. CONTR4CTOR TO CONNECT IRRIGA770AI LINE TO EXIS77NG METERED SITE DOMESTIC WATER LINE. William Davis Wilkinson Texas License No. 85625 PARKING REQUIREMENTS Required Parking: 247 Students at Max Capacity: 247/4 = 62 + 10 (Staff) = 72 Required Spaces Parking Spaces Provided =115 Required Minimum Number of Accessible Spaces per TAS Guidelines: Total number required Per TAS = 5 Total in Provided in Parking Lot = 5 EXISTING CONDITIONS AS PER CURRENT REGULATIONS & BUILDING SETBACKS, THE BUILDINGS ARE PRE-EXISTING & NON -CONFORMING w! LANDSCAPING CALCULATION EXISTING BUILDING W/ SITE IMPROVEMENTS Landscaping = 65,399 sq.ft. (Developed Site Area) - 7800 (Existing Rooted Over Improvements) = 7800 sq.ft. x 6% = 3455 sq. ft. TOTAL LANDSCAPING INCLUDED - 3651 SO. SITE INFORMATION ADDRESS: 732 SOUTH BROADWAY ZONING: GENERAL COMMERCIAL DEVELOPMENT NAME: LPISD SAN JACINTO COLLEGE CENTER X REMOVE EXISTING EPLACE WITH PROPOSED )WN -EX. J BOX -GAS METER FLAG POLE FLOOD STATEMENT THIS TRACT IS IN ZONE 'X' AND NOT WITHIN THE 100 YR FLOOD PLAIN ACCORDING TO THE FEMA MAP# 48201CO945L REVISED ✓UNE 20OZ SITE PLAN L. P. I. S. D. San Jacinto College La Porte ISD Lots 5 through 28, Block 133 Town of La Porte Harris County, Texas HCAD11 0232320330005 V L K IA R C H I T E C T S VLK Architects, Inc. 7915 FM 1960 Vks#, Suite 2' 4 €lousYur?, Texas 7?070 @aeea a°a*s �\P... aF rE 9Saee s k 8d d MLLIAM DAVIS WILKINSON 5562� 6 -! p 08 fin' CICENSEL) AL r ISSUED: OCTOBER 29, 2010 Revision No. *� PR# 6 ADDED Ak SHEETS TO PLAN SET 10/29/2010 0 REVISIONS PER CITY COMMENTS 11/15/10 Director Drc�.F:tn By SJA TDK Designer Quality Control SD SJA Prcj. Coor, TDK 2921.01 SITE PLAN 11 r_1 C Is C1.01 g l4— adus- m a 1p �iH z U zN W N 0 a ¢ ry w W z Z (D z a o Q N a J 0. > - UQ� oo W l Z = U a U) N O N Cl co r N-jI`Cl) Street PAVING REQUIREMENTS: REINFORCED CONCRETE PAVEMENT — THE MATERIALS AND PROPERTIES OF REINFORCED CONCRETE PAVEMENT SHALL MEET APPLICABLE REQUIREMENTS IN THE ACI MANUAL OF CONCRETE PRACTICE. THE PORTLAND CEMENT CONCRETE MIX SHOULD HAVE A MINIMUM 28—DAY COMPRESSIVE STRENGTH OF 3,500 PSI. REINFORCING STEEL — REINFORCING STEEL SHOULD CONSIST OF THE FOLLOWING: #3 BARS SPACED AT 18 INCHES OR #4 BARS SPACED AT 24 INCHES ON CENTERS IN BOTH DIRECTIONS FOR PARKING, #3 BARS SPACED AT 12 INCHES OR #4 BARS SPACED AT 18 INCHES ON CENTERS IN BOTH DIRECTIONS FOR DRIVES. CONTROL JOINT SPACING — ACI RECOMMENDATIONS INDICATE THAT CONTROL JOINTS SHOULD BE SPACED AT ABOUT 30 TIMES THE THICKNESS OF THE PAVEMENT. FURTHERMORE, ACI RECOMMENDS A MAXIMUM CONTROL JOINT SPACING OF 12.5 FEET FOR 5—INCH PAVEMENTS. SAW —CUT CONTROL JOINTS SHOULD BE CUT WITHIN 6 TO 12 HOURS OF CONCRETE PLACEMENT. EXPANSION JOINT SPACING — ACI RECOMMENDATIONS INDICATE THAT REGULARLY SPACED EXPANSION JOINTS MAY BE DELETED FROM CONCRETE PAVEMENTS. THEREFORE, THE INSTALLATION OF EXPANSION JOINTS IS OPTIONAL AND SHOULD BE EVALUATED BY THE DESIGN TEAM. DOWELS AT EXPANSION JOINTS — THE DOWELS AT EXPANSION JOINTS SHOULD BE SPACED AT 12—INCH CENTERS AND CONSIST OF THE FOLLOWING: DI-1: 5/8—INCH DIAMETER, 12—INCH LONG WITH 5—INCH EMBEDMENT. W 10 0 10 20 40 1 INCH = 20 FEET FLOODPLAIN INFORMATION A REVIEW OF THE FEMA FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NUMBER 48201COML REVISED JUNE 18, 2007 INDICATES THAT THE PROPERTY IS LOCATED PARTIALLY WITHIN SHADED ZONE X, WHICH HAS BEEN DETERMINED TO BE OUTSIDE THE 1DO YEAR FLOOD PLAIN (1.OX ANNUAL PROBABILITY) AND INSIDE THE 500 YEAR FLOOD PLAIN (0.2% ANNUAL PROBABILITY). THE BASIS FOR THE COORDINATES AND BEARINGS OF THIS SURVEY IS THE CITY OF LA PORTE MONUMENTATION SYSTEM POINTS #30 AND #73, TEXAS STATE PLANE COORDINATE SYSTEM, SOUTH CENTRAL ZONE, NAD 1927. THE BASIS FOR THE ELEVATIONS IN THIS SURVEY IS THE CITY OF LA PORTE MONUMENTATION SYSTEM, UTILIZING MARKER #73, LOCATED AT THE INTERSECTION OF PARK AVENUE AND SOUTH UTAH STREET. ELEVATION 14.40, 1978 ADJUSTMENT OF NGS SEA LEVEL DATUM 1929. TO CONVERT FROM THIS DATUM TO THE CURRENT HARRIS COUNTY 2001 ADJUSTMENT OF THE 1988 DATUM, SUBTRACT 0.39 FROM THE ELEVATIONS SHOWN. STORM SEWER NOTES 1. THIS PROJECT CONTAINS NO PROPOSED STORM SEWER. DRAINAGE NOTES 1. THE PROPOSED DEVELOPMENT HAS BEEN DESIGNED TO NOT IMPEDE, IMPOUND, OR BLOCK THE NATURAL FLOW OF WATER ACROSS ADJACENT AND CONTIGUOUS PROPERTIES. 2. PER TELEPHONE CONVERSATION WITH THE CITY OF LA PORTE ENGINEERING ON OCTOBER 12, 2010, NO DETENTION IS REQUIRED FOR THE PROPOSED MODIFICA11ONS TO THE EXISTING SCHOOL SITE AND SHEET DRAINAGE IS ALLOWED. SANITARY SEWER NOTES ❑1 NO PROPOSED SITE SANITARY. WATER NOTES 1Q NO PROPOSED SITE DOMESTIC WATER. Q CONTRACTOR TO CONNECT IRRIGATION LINE TO EXISTING METERED SITE DOMESTIC WATER LINE. 0 GRADINGIPAVING NOTES 1Q CONTRACTOR TO MATCH EXISTING GRADE AT ALL CONNECTIONS TO EXISTING PAVING OR NATURAL GROUND. CONTRACTOR TO MATCH EXISTING PAVEMENT. ® CONTRACTOR TO PROVIDE 6—INCH REINFORCED CONCRETE PAVEMENT WITH 6—INCH SUBGRADE (5 TO 7 PERCENT LIME BY DRY WEIGHT OF SOIL) FOR ALL DRIVES. Q3 CONTRACTOR TO PROVIDE 5—INCH REINFORCED CONCRETE PAVEMENT WITH 6—INCH SUBGRADE (5 TO 7 PERCENT LIME BY DRY WEIGHT OF SOIL) FOR ALL PARKING AREAS. CONTRACTOR TO RESTRIPE ALL AREAS AFFECTED BY PAVEMENT REPLACEMENT AS SHOWN. ® CONTRACTOR TO CONSTRUCT 6—INCH MONOLITHIC CURB AS SHOWN. FOR TOP OF CURB GRADE, ADD 0.5 FEET, EXCEPT WHERE NOTED ELSEWHERE. CONTRACTOR TO BACKFILL AREAS AS NECESSARY PRIOR TO ESTABLISHING GROUNDCOVER TO ALLOW POSITIVE DRAINAGE TO IMPERVIOUS SURFACES. Q CONTRACTOR TO SOD/HYDROMULCH ALL DISTURBED NONPAVED AREAS, SEE SHEET C1.01. © PROPOSED SIDEWALKS SHALL HAVE SIDE SLOPE OF NO MORE THAN 2 PERCENT. SEE DETAILS FOR RAMP REQUIREMENTS. ® DEMO EXISTING PAVEMENT THIS AREA. 9Q CONTRACTOR TO REMOVE EXISTING DRIVEWAY AND REPLACE WITH PROPOSED DRIVEWAY AS SHOWN. V L K I A It C H I T E C T S WD Engineering TNn El NO 4c?i)6 411 ,Rsi:.:.ry ftmt ..,.:.ste.rt.Tomm 77W7 k n Plh ,..,.: 713.428.3477 sssaxm.vst€>ngteieeazgxmml 944bOF .0 gg6P's°PM ' 0,WLLIAM DAVIS W[LKINSONe ISSUED: OCTOBER 29. 2010 0 PR NO 6 AC PLAN SET, 1 0 REVISIONS P 11/15/2010 ,N`x SJA LC mnq'. Coli.. TDK COMMENTS, PAVING, GRADING, AND UTILITY PLAN Cl m02 j • 7 • YA 0 0 A Lrf W O