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HomeMy WebLinkAboutLPISD SITE PLAN (2)CITY APPROVING CERTIFICATE THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THE SITE PLAN AND DEVELOPMENT OF LA PORTE HIGH SCHOOL BASEBALL FIELD (BATTING CAGES) IN CONFORMANCE WITH THE CITY OF LA PORTE. BY' doluko SITE PLAN ACCURACY CERTIFICATE I, JAMES R. CARTWRIGHT, AM LICENSED UNDER THE LAWS OF THE STATE OF TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING AND HEREBY CERTIFY THAT THIS SITE PLAN IS TRUE AND CORRECT, AND THAT ALL BEARINGS, DISTANCES, ANGLE, CURVE RADIUSES AND CENTRAL ANGLES ARE o� C� ACCU TELY SHOW ON THE SITE PLAN. JAMES R. CARTWRIGHT, P.E. '/sl°9 TEXAS LICENSE NO. 84596 PROP. SWALE ® 0.46% AND HYDROMULCH Cb4 ti o� z Z /VbS �o BACKFILL EXIS AND REGRADE i r W 4A U w C9 z_ z C.,Km m m - La 0. m �z —� z .lo e W W m Q�Z CC T�^ P aW�0� ,N N Z_ I 10 oo0 Ui , 06 cm NT 4 FL15.0 h cv � / .Cn A) z S! A) GRADING PLAN 6� co TYPE OF DEVELOPMENT: PHYSICAL EDUCATION NAME OF DEVELOPMENT: LAPORTE HIGH SCHOOL BASEBALL BATTING CAGE ZONE: R-2 SIC# OWNER DEVELOPER: LA PORTE I.S.D. ADDRESS: 409 EAST G STREET LEGAL.. DESCRIPTION: BLOCK 42, LOTS 1-28 NOTE: PER THE CITY OF LA PORTE, TEXAS DETENTION IS NOT REQUIRED DUE TO THE SITE BEING ON THE EAST SIDE OF STATE HWY 146. REGRADE EXISTING DITCH ® 0.94% AND HYDROMULCH O� Mi CV >IOV2l1 ilVHdSV C44 co, CO CO ti .C^ 41 a Cb `O o �o =co CV 0 REGRADE EXISTING DITCH 0 0.20% AND HYDROMULCH z.t' i �"'� —Y—y- #3 O 16" O.C.E.W. CONTRACTOR TO COMPACT SUBGRADE TO 95% STD. PROCTOR DENSITY CONCRETE SIDEWALK DETAIL CDC 1 N.T.S C� CO O 0 rn I i 0> 00 i I o t ow-4- 11.24 O s t a 9'z� W W � Z'tit w W IW I V W I > O v > ^ 0 I m Dz z m T.S.A.R.P. MONUMENT 060020 — HARRIS COUNTY FLOOD CONTROL DISTRICT ALUMINUM DISC STAMPED "F 216 BM-03" LOCATED ON SOUTH SIDE OF BRIDGE AT FAIRMONT PARKWAY AND STREAM NO. F216-00-00. ELEVATION= 12.97' (NAVD 88, 2001 ADJ.) TBM: "X" IN CONCRETE SIDEWALK ON NORTHWEST SIDE OF G STREET APROXIMATELY 9.0' SOUTH OF A WATER VAULT, LOCATED AS SHOWN. ELEVATION= 13.96' NOTE: THIS TRACT LIES IN SHADED ZONE "X" PER F.E.M.A. FLOOD INSURANCE RATE PANEL NO. 48201CO945L, DATED JUNE 18, 2007. SHADED ZONE "X" IS DEFINED AS THE AREAS INSIDE OF THE 500—YEAR FLOODPLAIN. 0 20' 40' SCALE: 1"=20' LEGAL DESCRIPTION I W — .1 w Co v � W LEGEND (APPLICABLE TO ALL SHEETS) ABBREVIATION DESCRIPTION TC TOP OF CURB TP TOP OF PAVEMENT TW TOP OF WALK TB TOP OF BANK T.G. TOP OF GRATE TBM TEMPORARY BENCHMARK F.G. FINISH GRADE G GUTTER W. WIDTH H. HEIGHT L.F. LINEAR FEET SAN. SWR. SANITARY SEWER STM. SWR. STORM SEWER W.L. WATER LINE FL FLOWLINE MIN. MINIMUM MH MANHOLE TYP. TYPICAL HDPE HIGH DENSITY POLYETHYLENE BC BACK OF CURB R.O.W. RIGHT OF WAY C.F. CUBIC FEET H.P. HIGH POINT PROP. PROPOSED EX. EXISTING JOINT SEALER 3/4' REDWOOD 1/8" RADIUS (TIP.) T/4 EXP. JT 1/8 RADIUS (TYP.) v Z W � m W W Z 0z LJJ = z 3 ` z �0 Q L3 W a a t\ Fz I o �00 •y^M a 3 h 0 C a Otz � �Z 0 Q N Cp oy?a �f I EFTS on se ou eva Suite 123 Houston, Texas 77006 713.526.cre8 (2738) 713.526.3198 fax Dpyright © 2003 cre8 architects This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of cre8 architects, and is not to be used, in whole or in part for any project without the written authorization of cre8 architects. W U_ U Q ' w M Z 0 W F— U) F z O W CL � CL o Z J Q W m � W 0 Q m � ��P�E�fi4Stt i*C •*+t ♦ JAMES R. CARTWRIGHT 't 84596 : 4�i♦ D 1 Revisions 1 ADDENDUM #1 10-22-08 NO. ISSUE DATE Sheet Information Date 17 OCTOBER 2008 Job Number 06-006 Drawn J.L.C. Checked J.L.B. Approved ND Title r2-A .'.'.'.'.'. . '. .... ''':'''" PUBLIC UTILITY INFORMATION SHOWN HEREON IS BASED ON GRADING PLAN p....... p FIELD SURVEYS AND PLAN INFORMATION AVAILABLE TO THE ......... " " " " " " " ... ... ENGINEER. TO THE BEST OF THE ENGINEERS KNOWLEDGE THE INFORMATION IS COMPLETE AND CORRECT. OCCASIONALLY SOME UTILITY EXISTS WHICH FOR WHATEVER REASON IS NOT #3 O 16' O.C.E.W. 3/4' �»— REFLECTED HEREON. TO INSURE THAT THE ENGINEER HAS SIRGRADE TO BE COMPACTED TO A 95X ADEQUATE TIME TO RESOLVE ANY CONFLICTS OR SURPRISES STANDARD PROCTOR DENSITY THAT MAY BE ENCOUNTERED IT IS REQUESTED THAT THE CONTRACTOR DIG TEST TRENCHES AT THE STREET RIGHT'S —OF —WAY VERY EARLY IN THE PROJECT AND CONFIRM CONTRACTION JOINT EXPANSION JOINT THAT ALL GRAVITY UTILITY LINES AS DESIGNED WILL WORK. SPACED EVERY 5' C—C SPACED EVERY 20' C—C ANY CONFLICTS THAT MAY BE ENCOUNTERED ARE TO BE REPORTED TO THE ENGINEER FOR ASSISTANCE IN RESOLVING. Sheet IT IS IMPORTANT THAT THIS TEST TRENCH BE PERFORMED WELL BEFORE THE PLUMBING CONTRACTOR CONTEMPLATES CONSTRUCTING THE UTILITY SO THAT MAXIMUM DESIGN FLEXIBILITY EXISTS IN SOLVING THE CONFLICT. FAILURE TO s 0� PERFORM THIS TEST TRENCH AS REQUESTED WILL RESULT N LOSS OF CONTRACTOR RIGHTS TO CLAIM ANY EXTRAS FOR C1 CONCRETE SIDEWALK JOINT DETAILS LOST TIME ON THE PROJECT. LIKEWISE SHOULD THE CONTRACTOR START LAYING THE UTILITY FROM THE HIGH END'' AND SUBSEQUENTLY DISCOVER A CONFLICT AT THE STREET CD-2 N.T.S AND HAS NOT PERFORMED THE REQUESTED TEST TRENCH THEN IN THAT EVENT ALL EXTRA COSTS TO RESOLVE THE CONSTRUCTION DOCUMENTS CONFLICT SHALL BE BORNE BY THE CONTRACTOR. SYMBOL LEGEND POWER POLE FIRE HYDRANT Vjt( WATER VALVE LIGHT STANDARD V GUY ANCHOR MANHOLE ® WATER METER 0G GAS METER SIGN yc.o. CLEAN OUT ® CONDUIT ❑ WOOD POST ❑Q ELECTRIC BOX FLAG POLE BLOWOFF VALVE NOTE: ALL DISTURBED AREAS SHALL BE SOLID SOD AND WATERED TO FACILITATE GRASS GROWTH Jan 05, 2009 - 10:28am JERRYB RACRE8\LA PORTE ISD\LA PORTE BASEBALL STADWM\ENGINEERINGWELOCATED BATTING CAGES\ C1.02 GRADING.dwg (] p- _ E`�2 /, '3 LLJ ; C7 Q a � s ; i W z Z _ �m m m is w Q it w o m _ r m � 2 o J J ! z. 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