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Home My WebLink About10-8201 - LPISD SCHOOL RENOVATIONSLa 0. 2' Z- Z 0 0 0 <1 (n I U) Z 0-0 9 Z Z 00 < 06 Ld M co 0 Z Z ca (1) F— Z < Z > 00 wo Z Lu Lu 0 0 > > o: M 0 0 0 Z E2 ul Cr < n; 04 -J -J (0 ARCHITECT VLK Architects 7915 F.M. 1960 West Suite 214 Houston, Texas 77070 281.671.2300 CONS R C ION 2010 =PACKAGE 2 1] 0 1 W 0 A i I 111ps I STRUCTURAL Matrix Structural Engineers 24 Greenway Plaza Suite 1508 Houston, Texas 77046 713.664.0130 MECHANICAL, ELECTRICAL & PLUMBING ENGINEER KME Engineering Consultants 10930 W Sam Houston Pkwy N Suite 900 Houston, TX 77064 281.664.1900 ONS''' CITY OF LA PORTE - SITE PLAN REVIEW CITYAPPROVING AUTHORITY CERTIFICATE THIS IS TO. CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF ADDITIONS AND RENOVATIONS TO LOMAX JUNIOR HIGH SCHOOL - PHASE H IN CONFORMANCE WITH THE ORDINANCES OF THE CITY OF LA PORTE. DIRECTOR OF PLANNING CIVIL 0 WD Engineering 410 Asbury Street Houston, Texas 77007 713.426.3477 A VLKIARCHITECTS VI-K Architects, Inc. 7915 FM 1960 West, Suite 214 Houston, Texas 77070 Main Phone: 281.671.2300 www.vikarchitects.com WD Engineering TBPE NO F-8795 410 Asbury Street Houston, Texas 77007 Main Phone: 713.426.3477 www.wdenginneriing.com Matrix Structural Engineers 24 Greenway Plaza, Suite 1508 Houston, Texas 77046 Main Phone: 713.664.0130 www.matrixstructural.com Kalmans Marshall Engineering, Inc 10930 W. Sam Houston Pkwy. N., Ste. 900 Houston, Texas 77064 Main Phone: 281.664.1900 www.kme-inc.com Perspectiva I Louisiana Street, Suite 270 Houston, Texas 77002 Main Phone: 713.520.7580 www.perspectiva.net Tellepsen 777 Benmar, Suite 400 Houtson, Texas 77060 Main Phone: 281.447.8100 www.tellepsen.com 12-21-09 DECEMBER 21, 2009 Revision No. Director SJA Designer LC Proj. Coor. TDK Drawn By Quality Control 2921.00 410 bud 0 2 =1 0 0 COVER 8A - U) z 0 z 0 00* z < F- Uj 0 Lu W UJ 04 00 0 U) C'j CD (L 0 _r_ I LLi 5 M E E z z M 0 0 0 CL 0 W W z Ld 0 'z Z cc 'L 8 < South Broadway Avenue (`,� LA PORTE JUNIOR HIGH SITE PLAN '\� SCALE: 1:40 LANDSCAPING LEGEND TREES COMMONNAME QUANTITY BRADFORD PEAR - 3" CAL, 7 BERMUDA GRASS SOD NA FLOOD STATEMENT THIS TRACT IS IN ZONE 'X' AND NOT WITHIN THE 100 YR FLOOD PLAIN ACCORDING TO THE FEMA MAP11 48201CO945L REVISED JUNE 18th 2007 SITE PLAN La Porte Junior High School La Porte ISD INTERSECTION OF PARK AVENUE AND SOUTH UTAH STREET Ld Porte, Harris County, Texas CITY OF LA PORTE - SITE PLAN REVIEW CITYAPPROVING AUTHORITY CERTIFIGA TE THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF ADDITIONS AND RENOVATIONS TO LA PORTE JUNIOR HIGH SCHOOL IN CONFORMANCE WITH THE ORDINANCES OF THE rWill ,I01 '11441 r LANDSCAPING CALCULATION CLASSROOM ADDITION Landscaping = 11,397 sq.ft. (Developed Site Area) - 8,732 (Roofed Over Improvements) = 2,665 sq.tt. x.6% = 160 sq. ft. TOTAL ADDED (SITE SCREENING ALONG SOUTH BROADWAY) - 455 sq.ft. SITE PLAN ACCURACY CERTIFICATE It, William Wilkinson, am registered under the laws of the State of Texas to practice the profession of engineering (Or surveying) and hereby certify that above plat or site plan is true and correct, and that a// bearings, distances, angles, curve radiuses, and central angles are accurately shov�,n on the plat. William Davis Wilkinson Texas Registration No. 85626 South Broadway Avenue 1004" R.O.W. SITE PLAN KEYED NOTES PROVIDE NEW ASPHALT PAVING AT RUNNING TRACK. PROVIDE CONCRETE SIDEWALK. PROVIDE PARKING STRIPING AND PAINTED GRAPHICS FOR NEW PARKING AREA. PROVIDE CONCRETE PAVING. PROVIDE 8' HIGH WOODEN FENCE. - REF. 7/A1.1 3-C PROVIDE NEW ACCESSIBLE CONCRETE RAMP. MAX SLOPE 1:12. PROVIDE NEW HANDRAIL. REF. 9/A1.1 3-C PROVIDE NEW CONCRETE CURB. NOTE: NOT ALL NOTES MAY APPLY TO THIS SHEEr South Broadway Avenue SITE PLAN LEGEND GALVANIZED CHAIN LINK FENCE, REF. 1 O/A11.1 3-C WOODEN FENCE, REF. 7/Al.13-C CONCRETE PAVING REF. CIVIL SITE INFORMATION ADDRESS: 401 SOUTH BROADWAY ZONING: MEDIUM DENSITY RESIDENTIAL (R-2) LEGAL DESCRIPTION: LTS 1 THRUI 20 AND 23 THRU 30 BI-K 271 DEVELOPMENT NAME: LAPORTE JHS ADDITIONS AND RENOVATIONS V L KJA R C H IT E C TS VVID Engineedng TBPE NO F-8795 410 Asbury Street Houston, Texas 77007 Main Phone: 713.426.3477 www.wdenginnerring.com 40 how 0* MW ft % IW n- ISSUED: DECEMBER 21,2009 W-4111111111111� Revision No. ADD'z-NDUM NO. 2 1 01.13.10 CITY COMMENTS 2 02.02.10 Director Drawn By SJA VILK Designer Quality Contro; LC Proj. Coor. TDK 2921.00 LA PORTE JUNIOR HIGH 1&0 SITE PLAN A2A1.1 11�C CITY OF LA PORTE. Z ro I DIRECTORt OF PLANNING z z 0 m z z ul co Z Z 0 9 ca 06 (j) (D ui :0c mw z 0 z z < < -�:; X > > 00 W.0 Z < 0 0 z a Lu > - m < IL 00 0 CO cf) a. CD —i -q U) I 0 0 U SCIENCE ROOM ADDITION m 10- 0 1 0 2 0 40 i m 1 INCH = 20 FEET FLOODPLAIN INFORMATION A REVIEW OF THE FEMA FLOW INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NUMBER 48201CO945L REVISED JUNE la. 2007 INDICATES THAT THE PROPERTY IS LOCATED PARTIALLY WITHIN SHADED ZONE X. WHICH HAS BEEN DETERMINED TO BE OUTSIDE THE 100 YEAR FLOOD PLAIN (I.OY, ANNUAL PROBABILITY) AND INSIDE THE 500 YEAR FLOOD PLAIN (0.2% ANNUAL PROBABILITY). � :14 Z Lei : I IV, F.0 Z� �'q iZ Lol I :�� THE BASIS FOR THE BEARINGS AND 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. STORM SEWER NOTES 1. ALL STORM SEWER SHALL BE HOPE OR RCP UNLESS NOTED OTHERWISE. REPLACE ALL EXIS71NG PAVEMENT WHERE DISTURBED. 121CONTRACTOR TO CONNECT TO PROPOSED STORM SEWEP OR INLET. CONTRACTOR TO VERIFY FLOW LINE ELEVATION PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES TO THE ENGINEER. ALL STORM SEWER SHALL BE RUN AT THE FOLLOWING GRADES MIN 2.5 FEET BELOW FINAL GRADE , S—INCH — 0.65% 8—INCH — 0.44% 10—INCH — 0.33% 12—INCH — 0.26X I�CCINTRACTOR TO PROVIDE S—INCH DOWNSPOUT CONNECTIONS FROM BUILDING TO STORM AS SHOWN. DRAINAGE NOTES 1. THE PROPOSED DEVELOPMENT HAS BEEN DESIGNED TO NOT IMPEDE, IMPOUND, OR BLOCK THE NATURAL FLOW OF WArER ACROSS ADJACENT AND CON71GUOUS PROPERTIES. 2. PER TELEPHONE CONVERSATION NTH THE CITY OF LA PORTE ENGINEERING ON SEPTEMBER 15. 2009. NO DETENTION IS REQUIRED FOR THE PROPOSED MODIFICA71ONS TO THE EXISTING SCHOOL SITE. SANITARY SEWER NOTES (11 NO PROPOSED SITE SANITARY, REMOVE EXISTING SANITARY SEWER WITHIN BUILDING LIMITS AND REPLACE PER MEP PLANS. SEE MEP PLANS FOR CONNECTION POINTS TO EXISTING SANITARY, PROTECTION OF SANITARY SEWER AND MANHOLES DURING CONSTRUCTION. AND ADDITIONAL INFORMATION. WATER NOTES TNO PROPOSED S17E WATER, REFER TO MEP PLANS FOR ADDITIONAL INFORMATION. GRADINGIPAVING NOTES (!)CONTRACTOR TO MATCH EXISTING GRADE AT ALL CONNECTIONS TO EXISTING PAVING OR NATURAL GROUND. CONTRACTOR TO MATCH EXIS71NG PAVEMENT. Q)CONTRACTOR TO PROVIDE 6—INCH REINFORCED CONCRETE PAVEMENT NTH 6—INCH SUBGRADE FOR ALL DRIVES AND AREAS REQUIRING PAVEMENT REPLACEMENT. CONTRACTOR TO RESTRIPE ANY AREAS AFFECTED BY PAVEMENT REPLACEMENT. QCONTRACTOR TO CONSTRUCT 6—INCH MCINOI-17HIC CURB AS SHOWN. FOR TOP OF CURB GRADE, ADD 0.5 FEET, EXCEPT WHERE NOTED ELSEWHERE. @CONTRACTOR TO SOD ALL NONPAVED AREAS DISTURBED AS IDEN71FIED BY DASHED LINE AND WITHIN 5 FEET OF PROPOSED BUILDINGS. (5)PROPOSED SIDEWALK ALONG PROPOSED BUILDING SHALL HAVE SIDE SLOPE OF NO MORE THAN 2 PERCENT AND SHALL MATCH EXISTING GRADES ALONG CURB. @REMOVE EXISTING TREE. SEE ARCHITECTURAL S17E PLAN FOR ADDITIONAL REQUIREMENTS. Q) CONTRACTOR TO PROVIDE 7—INCH REINFORCED CONCRETE PAVEMENT NTH 8—INCH SUBGRADE FOR DUMPSTER AREA. @ SEE DETAILS FOR RAMP REQUIREMENTS. A V L K I A It C H I T E C T S WO Engineering TBPE NO F-8795 410 Asbury Strest Houston, Texas T7007 Main Phone: 713A26.3477 www.wdenginearing.com 17,1z.fz' 2 'go-� ��' �-P-ff"c 0 7- MW VALLIAM DAMS W ISSUED: DECEMBER 21. 2009 lZMAll I= P�;!'74 jfk�LA V PAVING, GRADING, AND UTILITY PLAN Cl,3=C 410 WNW 11 L--�j am 0 0 d cc M z 0 0 Z z 0 p CL :D :R 06 Ld o, 0 z Z z 0 0 < z t 00 < 0 0 0 ru z w 5; CO < M: CL 0 �- I Q 'n 04 0 :�t Do U) 6 C:) c(L' r C4 -1 -'T (1) 0 0 0 6 REGRADING NEAR FIELD HOUSE AND NORTH OF SCHOOL I in Im 1 0 2 0 40 771 1 INCH = 20 FEET � Kole] pl-;� w2t," I I Z 1;L91 :� � 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 (1.0% ANNUAL PROBABILITY) AND INSIDE THE 500 YEAR - FLOOD PLAIN (0.2% ANNUAL PROBABILITY). BENCHMARK NOTES THE BASIS FOR THE BEARINGS AND ELEVATIONS IN THIS SURVEY IS THE CITY OF LA PORTE MONUMENTATION SYSTEM, UTIU23NG MARKER # 73, LOCATED AT T14E INTERSECTION OF PARK AVENUE AND SOUTH UTAH STREET. ELEVATION 14.40. 1978 ADJUSTMENT OF NGS SEA LEVEL DATUM 1929. STORM SEWER NOTES 1. ALL STORM SEWER SHALL BE HDPE OR RCP UNLESS NOTED OTHERWISE REPLACE ALL EXISTING PAVEMENT WHERE DISTURBED. J�CONTRACTOR TO CONNECT TO PROPOSED STORM SEWER OR INLET. CONTRACTOR TO VERIFY FLOW LINE ELEVATION PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES TO THE ENGINEER. ALL STORM SEWER SHALL BE RUN AT THE FOLLOWING GRADES MIN 2.5 FEET BELOW FINAL GRADE- 6—INCH — 0.65% 8—INCH — 0.447o 11D—INCH — 0.33r* 12—INCH — 0.26X 1��JCONTRACTOR TO PROVIDE 8—INCH DOWNSPOUT CONNECTIONS FROM BUILDING TO STORMASSHOWN. 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 SEPTEMBER 15. 2009. NO DETENTION IS REQUIRED FOR THE PROPOSED MODIFICATIONS TO THE EXISTING SCHOOL SITE. SANITARY SEWER NOTES [11 NO PROPOSED SITE SANITARY, REMOVE EXIS71NG SANITARY SEWER WITHIN BUILDING LIMITS AND REPLACE PER MEP PLANS. SEE MEP PLANS FOR CONNECTION POINTS TO EXISTING SANITARY, PROTECTION OF SANITARY SEWER AND MANHOLES DURING CONSTRUCTION. AND ADDITIONAL INFORMATION. WATER NOTES (!)NO PROPOSED SITE WATER. REFER TO MEP PLANS FOR ADD17IONAL INFORMATION. GRADING/PAVING NOTES (1) CONTRACTOR TO MATCH EXIS71NG GRADE AT ALL CONNECTIONS TO EXISTING PAVING OR NATURAL GROUND. CONTRACTOR TO MATCH EXISTING PAVEMENT. (2) CONTRACTOR TO PROVIDE S—INCH REINFORCED CONCRETE PAVEMENT NTH 6—INCH SUBGRADE FOR ALL DRIVES AND AREAS REQUIRING PAVEMENT REPLACEMENT. CONTRACTOR TO RESTRIPE ANY AREAS AFFECTED BY PAVEMENT REPLACEMENT. (3) CONTRACTOR TO CONSTRUCT 6—INCH MONOLITHIC CURB AS SHOWN. FOR TOP OF CURB GRADE, ADD. 0.5 FEET, EXCEPT WHERE NOTED ELSEWHERE. @CONTRACTOR TO SOD ALL NONPAVED AREAS DISTURBED AS IDENTIFIED BY DASHED LINE AND WITHIN 5 FEET OF PROPOSED BUILDINGS. (5)PROPOSED SIDEWALK ALONG PROPOSED BUILDING SHALL HAVE SIDE SLOPE OF NO MORE THAN 2 PERCENT AND SHALL MATCH EXISTING GRADES ALONG CURB. @REMOVE EXISTING TREE. SEE ARCHITECTURAL SITE PLAN FOR ADDITIONAL REQUIREMENTS. (Z)CONTRACTOR TO PROVIDE 7—INCH REINFORCED CONCRETE PAVEMENT WITH S—INCH SUBGRADE FOR DUMPSTER AREA. (I)SEE DETAILS FOR RAMP REQUIREMENTS. EXISTING NATURAL GROUND VARIES (0.0- TO 1.0') 1 �CTYPICAL) .cr PROPOSED EARTHEN SWALE TYPICAL CROSS—SEC71ON PROPOSED EARTHEN SWALE V L K I A It C H I T E C T S WD Engineering TBPE NO F-8795 410 Asbury Street Houston, Tema 77DD7 Main Phone: 713.426.3477 www,wdengineeting.com mjr—t'z' g-owq OF \V1 WILLIAM DAVIS WIMNSON 85626 /ONAL ISSUED: DECEMBER 21, 2009 Fl, =7 r -T e�-$A PAVING, GRADING, AND UTILITY PLAN Cl 14mC 11 V, r--1 0