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HomeMy WebLinkAboutLPISD SAN JACINTO COLLEGE SITE PLANN w Z N i O m = z — Z a m i 0. W — f I a I 0 a 1 N _ _ I � I � I I I Q � ( N 1 Q _.. ,. - rawIL = i 2 Z ' is � Z Q _ Q .J � a m i 0 �o I U N a ¢ in ' Z U LL LO F- Q m 3 oop0N I NJ1--C4 l I I � I 6 i i 7 EXISTING LA PORTE CHURCH OF CHRIST 1 704 SOUTH BROADWAY EXISTING RESIDENCE EXPO ERP(�LE m—__....... .......... ............................................... ..... 115 WEST F ST. 1 1 IX WOOD FENCE ..............................I 1 F...x._ ....i -l_J WOOD FENCE _...._.........E N86057'32"E 266.25'( PROPERTY LINE) — GRAS SOD (BERMUDA) EE "'"" HYR OMULCH IX H C -- SPACE — I a � 10' SIDE S BA(�K I i ; � (; 9 SPACES @ 9 0 - B1 0 + GAS >Ir rER PROPOSED RESTRIPE EXISTING SPACES RIVEWAY ' ( ^ { EXISTING EX. CONC. PARKING LO I PR DOSED 8-0 DESIGNATED FIRE LANE STRIPING W (CEDAR) 3,360sq.ft. !. EX. ASPHAL+PARKING ISM S EN FENCE r I TO REMAIN DFMS SOD'(B€RN( DA I E I`•• z BUILDING O ry r O, U I (6) ®- F MYRTLE � � �° � 714 S. >� Y I� SHRUBS WIT i C : NTINUOUS ' M:^; EDGING. I` I I o I$ v......... BROADWAY I lEx CONCRETE PAVIN r ^ f} IX. FLAG POLE71 I M a , " , 3i p PROPOSED CONCRET PAVING 26'-0" (11) �(LFMYRTLE TYP. 7mi7 SHRUBS Wfni CONTINUOUS GRA 5 SO(T GRASS SODS AL EDGING. I • l ALLEY IS CLOSED BASED ON ( o DESIGNATED FIRE LANE STRIPING " - INF ATION PROVIDED BY THE l0 12 SPACES @ 9'-0 -108 0 CI LA PORTS. EXISTING ` EASEMENT ILL IN PLACEFOR ►" PROPOSED CONC.PARKING LOT PROPOS D CONC. MAINTENAN BEPAIROF iE �? EXISTING FACILITI ES. ¢ 9'-0° 14'-0° 9'-0" 8'-0" 9'-0" 9'-0° 14'-0° i M < PARKI G LOT 1 ?mil N m 17. Rsi U) c ci lo 0 0 N GS _ioN N ( VAN 4 c� (11)®-DlkkAJNIYRTLE I n n u I -0° o o ACC. o'-0" SHRUBS WITH b0 NUOUS ( 4 c'� o I v „. MQALEDGING, E @J � ...........�r,1 f,t l�1....,/.�..,.....Cr�...1�j...................[r.,j....�(.�......../n..._'r........l'. ...IWW .... 1 ''E: :W W ... �� W ti.l W� W ��//��cm U U W I VJ `!:J4 , I .""Y :12 #X IX. WTR MITR _" PROVIDE 6" WIDE X V-0°TALL CONCRETE WAIL o J oI e ".`^-""'" W/CONTINUOUS EdBTWNWALL&IXBUILDING. _ " _ o u •:� u HEIGHT MAY VARY UPON ELEVATION OF IX WEEPS. I ¢ �Y: C ; FIELD VERIFY. o it :l1 J r� 1 PROVIDE CONTINUOUSEJ LL o � C BSI I"" BTWN FLATWORK & IX BUILDING. ( cDf." I I N ROVIDE . q Aft (11) ®- DWARF MYRTLE SHRUBS WITHj= ONUOUS GING;.. MALEDGING. i EXISTING 7,990 sq.ft. N 18'-0" 26'-0' 18'-0° 18'-0" 26'-0" I.S.D. BUILDING 18'-0" ' L.P. TYP. TYP. TYP. TYP. TYP.Typ 732 SOUTH o' YGj Ij- ..._. BROADWAY._. Vj -0" FF. ELEV.16.39 4. (6) ®- DW 11 MYRTLE f;s SHRUBS WITHONTINUOUS (16)©- ULFMUHLYWITIII �. -;�; METAL EDGING.; CONTINUO S METAL EDGIN . ' ' 0° - 45' 0 A 9' - '-9 0 _.. 5 SPACES @ ° 1/ " E I.� 7" I.nil 26'-0" CJ1.G1' I sCJ .� ;� ,! jCJ j /. IL I j'ORMAX VLKIARCHITECTS VLK Architects, Inc. %915 RA 1960 Yb'esi, SuRr-_ 214 I-Iousq iw, Texas 77a70 6 r In Phr)ne: 281,671,2300 ;• E ' , . ��� PROPOSED : t iHASS 6 _P(BEHYWN (I . IX 15� LFA'; 10' SI E SET ACK HYRDOM�ILCH ;, \ k_ — ;\,. IX. J BOX - <.1 f E)( OAS LINE \ _•\ \\ IX. SIGN o \ „" _., DRI AY � \ \ t. �, \\ , 24 OA� \ _ _ . SS(1° '02"W 266.00' (PROPER L� E) o �.... 2a° o—r� 'fin "_._.....-�i t °E HYRDOMULCH o. E \ r\ ; \ \..i... ..............°E _ - { .,;_.°......."................... ...... ....: "a a4 E (8) ISTING&STREETPA KIi16SPACE; \ F\ \\ ." t — (15) ® - DWARF MYRTLE SHRUBS WITH CONTINUOUS METAL EDGING. j JI O� Q: WEST "G" STREET ®eao ma 60' ROW CONCRETE PAVING of w �� I a aGj�� • '�9�@4P z I > >9• i * dd pOLLIAM DA`AS WILKINSONg 3 d� 85626 PP dQ�F ��/CENSEO-" �e EX. FH' — Nw'o9 T ,eam' O I N ISSUED: OCTOBER 29,2010 • LPISD SAN JACINTO COLLEGE SITE PLAN REVISIONS 1 LA PQRl`E � a ww�N SCALE: 1"=20'-O" CITY OF LA PORTE - SITE PLAN REVIEW CITYAPPROV/NG AUTHORITY CERTIFICATE ;,;,,,, THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS "' , \ I HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF THE III ....... liiiiii: : \ LPISD/SAN JACINTO COLLEGE - PARKING & IMPROVEMENTS W WsuffT IN CONFORMANCE WITH THE ORDINANCES OF T E CITY OF LA �— PORTE. I ✓✓ DIRECTOR OF PLANNING 2 N SITE PLANACCURACYCERTIFICATE IRRIGATION PLAN- - EXTENTS OF IRRIGATION I, William Wilkinson. am licensed under the laws of the SCALE: 1"=1000'-O" 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 _ PLUMBING AND ELECTRICAL CODES. CONTRACTOR TO CONNECT IRRIGATION LINE TO EXISTING METERED SITE DOMES77C WATER LINE. William Davis Wilkinson _ ----- Texas License No. 85626 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 LANDSCAPING CALCULATION EXISTING BUILDING W/ SITE IMPROVEMENTS Landscaping = 65,399 sq.ft. (Developed Site Area) - 7800 (Existing Roofed Over Improvements) = 7800 sq.ft, x 6% = 3455 sq. ft. TOTAL LANDSCAPING INCLUDED - 3651 sa.ft. SITE INFORMATION ADDRESS: 732 SOUTH BROADWAY ZONING: GENERAL COMMERCIAL DEVELOPMENT NAME: LPISD SAN JACINTO COLLEGE CENTER FLOOD STATEMENT THIS TRACT IS IN ZONE 'X' AND NOT WITHIN THE 100 YR FLOOD PLAIN ACCORDING TO THE FEMA MAP# 48201CO945L REVISED JUNE 2007. SITE PLAN L. P. 1. S. D. San Jacinto College La Porte lSD Lots 5 through 28, Block 933 Town of La Porte Harris County, Texas HCAD# 0232320330005 2921.01 SITE PLAN .I I U 7 C1.01 g l0- ,8-,ZlS N 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 24INCHES 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 71MES 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 s 1 INCH = 20 FEET I* e1oI' •' • A REVIEW OF THE FEMA FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NUMBER 48201CO945L REVISED JUNE 18, 2007 INDICATES THAT THE PROPERTY IS LOCATED PARTIALLY WITHIN SHADED ZONE X. WHICH HAS BEEN DETERMINED TO BE OUTSIDE THE 100 YEAR FLOOD PLAIN (1.OX ANNUAL PROBABILITY) AND INSIDE THE 500 YEAR FLOOD PLAIN (0.2X 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 MONUMENTA71ON 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 MODIFICATIONS 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. i9i rr WTRACTfW TA mwmirCT IRRIGA'nrW 1_IWF TO EXISTING METERED SITE DOME§71C WATER LINE. Q 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 UME 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. Q5 CONTRACTOR TO SOD/HYDROMULCH ALL DISTURBED NONPAVED AREAS, SEE SHEET C1.01. © PROPOSED SIDEWALKS SHALL HAVE SIDE SLOPE OF NO MORE THAN 2 PERCENT. 8 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 TOPE NO F.07_5 410 AsblOy Stamm M�f:t P3::a::.r:'Yi3.•12E.S �37 SYYOYV,ib�S: iE�IFfRC''i33:y.GY3i3`. P`E OF TFF°`e4 oa 01-w TAM DAVIS WILKINSON ISSUED: OCTOBER 29, 2010 R slft QPR NO 6 AI PLAN SET, QREVISIONS I 11/15/2010 ollmft SJA Dwo LC r4. TDK omrsom By Qualy cal PAVING, GRADING, AND UTILITY PLAN Cl 02 • C no u u 0 U E7 11