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HomeMy WebLinkAboutAMEX PROJECT SITE PLAN0- PIPE SAN. SWR. M.H. TOP T9.4 FL -1.2 10' PIPE 4f N R$ } rL H a zz 0 aLLPI Y O F of O aS ( � v N ry O Ih hA, I Ay ME 9 1. THE LOCATION OF THE SUBJECT TRACT ON THE FEMA FLOOD INSURANCE RATE MAP, NUMBER 48201CO945 AND COMMUNITY PANEL NO. 485487-0945-L, EFFECTIVE. DATE Of JUNE 18, 2008, INDICATES THAT THE SUBJECT TRACT LIES PARTIALLY IN ZONE AE AND PARTIALLY IN THE FLOODWAY OF LITTLE CEDAR BAYOU, H.C.F.C.D. F-216-00-00, BASE FLOOD ELEVATION IS APPROXIMATELY 18.9. THIS STATEMENT IS BASED ON SCALING THE LOCATION OF SAID SURVEY ON THE ABOVE REFERENCE MAP. THIS INFORMATION IS TO DETERMINE FLOOD INSURANCE RATES ONLY AND IS NOT INTENDED TO IDENTIFY SPECIFIC FLOODING CONDITIONS. SITE PLAN W/ DRAINAGE 0 a 0 W L1J 9 (n o a z Ln . O o (O N v Lo- Z h x- 1� IV h EXISTING ELEVATION PROPOSED ELEVATION NOTES 1, DEVELOPED LAND = 79,800 SF, 79,800 x 6% = 4,788 SFI LANDSCAPING REQUIRED. REQUIRED LANDSCAPE AREA = 4,78B SF 2, LANDSCAPING INCLUDES, 96 DWARF OLEANDERS OR EQIVILANTI 3 GAL MIN 13 CREPE MYRTLES- SP NATCHEZ OR EQUIVILANTI 10 GAL MIN LANDSCAPED 4,300 SF AREA 3. PARKING SPACES, TBD 4. PRIOR TO ZONING PERMIT, OWNER MUST COORDINATE WITH CITY OF LA PORTE REGARDING PARKING DEVELOPMENT, 5, ZONED, LIGHT INDUSTRIAL SETBACKS, FRONT 20' 1 SIDES 10' 1 REAR 10' 6, HCAD# 024-070-052-0001 HCAD# 024-070-052-0002 7. REQUIRED DETENTION, 79,800 SF. X .45 = 35,910 CU. FT. 8. DETENTION CALCULATIONS, SURFACE AREA PROVIDED 48,265 CU. FT, 9. BASE FLOOD ELEV, 18.9 HARRIS COUNTY FLOODPLAIN REFERENCE MARK 4060030; NAVD1988, 2001 ADJUSTED, ELEVATION 1823. LEGEND R.O.W. RIGHT OF WAY CONC. CONCRETE PVMT. PAVEMENT FL FLOW LINE TB TOB OF BANK C.L.F. CHAIN LINK FENCE H.C.C.F. NO. HARRIS COUNTY CLERKS' FILE NUMBER O WATER METER Ci MINOR DEVELOPMENT SITE PLAN r� To 1 w. y4 $ � bX_ `a'1, IW- -44 }L1 n Ii>� � n, 'r7� I »`' Rl LE pk LC t _ E;aLt a o { Ki t gg 9l �w L L VICINITY MAP PARCEL OF LAND BEING 1,832 ACRES, OUT OF LOTS 1-12, INCLUSIVE, AND LOTS 21-32, INCLUSIVE, AND THE ALLEY ADJOINING THERETO, BLOCK 652, LA PORTE, HARRIS COUNTY, TEXAS SCOPE OF WORK PROPOSED WORK WILL INCLUDE SITE WORK TO ALLOW THE PARKING AREA FOR EMPTY TRAILER CHASSIS, CHASSIS WITH EMPTY CONTAINERS AND CHASSIS WITH LOADED AND SEALED CONTAINERS, THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN DEVELOPMENT OF THE PROPOSED MINOR DEVELOPMENT SITE PLAN FOR AMEX TRANSPORT BEING 1.832 ACRES, OUT OF LOTS 1-12, INCLUSIVE, AND LOTS 21-32, INCLUSIVE, AND THE ALLEY ADJOINING THERETO, BLOCK 652, LA PORTE, HARRIS COUNTY, TEXAS, IN CONFORMANCE WITH THE LAWS OF THE STATE OF TEXAS AND THE ORDINANCES OF THE CITY OF LA PORTE, ATTEST+ a BY'-ezzBY, LA FORTE CITY ENGINE R DIRECTOR, LA PORTE PLANNING DEPARTMENT TYPE OF DEVELOPMENT+ CHASSIS PARKING / TRUCKING TERMINAL OWNER, RELIANCE GLOBAL, INC, 616 ALLEN GENOA HOUSTON, TX 77017 DEVELOPER, AMEX TRANSPORT 9852 STEELMAN STREET HOUSTON, TX 77017 © CLEAN OUT PLAT ACCURACY CERTIFICATE ®a WATER VALVE • POWER POLE I, WILLIAM T, MANNING, JR„ AM REGISTERED UNDER THE LAWS OF THE STATE -Q- FIRE HYDRANT OF TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING AND HEREBY CERTIFY...... Q MAN HOLE THAT THE ABOVE PLAT OR SITE PLAN IS TRUE AND CORRECTj AND THAT '... ALL BEARINGS, DISTANCES, ANGLES, CURVE RADIUSES, AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON THE PLAT, BY, oll,�- 7 WILLIAM T. MANNING, JR„ Pt TEXAS REGISTRATION NO, 80640 MANNING ENGINEERING CORPORATION, F-2630 SCALE: 1" = 20' 02 CERTIFICATIONS SCALE: NONE 01 PAR - architecture - design - planning - 530 So- Broatlwoy, Ste �400 OflON Pce'ta. Taxes 775101, lco: (281)402-0015 Fex: (281)402-1018 www.projectdesignpartners.com 'ROJECT NUMBER PROJECT TITLE W >GU=� W Cow �o=w 0-00 Z� O Q N J PROFESSIONAL SEAL Yt tUMT,MAN...... R .M .Ntlw.rop.�.p �A�N ii� 640 ENBE� Y-l2-ao�o DRAWINGS ISSUED FOR: OWNER APPROVAL PROGRESS PRINT FINAL PRINT REVISIONS NO. DATE DESCRIPTION 2 4 SCOPE OF THE DOCUMENT THIS DRAWING INDICATES THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, THE DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL ELEMENTS AND THE TYPE OF STRUCTURAL, MECHANICAL ELECTRICAL SYSTEMS. AS SCOPE DOCUMENTS, THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REGUIPED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. ON THE BASIS OF THE GENERAL SCOPE INDICATED OR DESCRIBED, THE CONTRACTOR SHALL FURNISH ALL ITEMS REGUIRED FOR THE ,ROPER EAECUTION AND COMPLETION OF THE WORK. THESE DRAWINGS SMALL NOT BE USED FOR CONSTRUCTION UNLESS DATED AND NOTED AS ISSUED FOR '•. CONSTRUCTION WORK. THIS DOCUMENT IS THE PROPERTY OF /b-_IP+4�7 Win, 16C AND IS NOT TO BE USED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN AUTFDRIZATIZiN OF WARN/NG IF THIS BAR DOES NOTMEASURE,' THEN DRAWING IS NOT TO SCALE DRAWN BY: DPL CHECKED BY: DAM 2010/04/07 SHEET TITLE SITE PLAN W/ NOTES DRAWING NUP;B2R SHEET NO. R1 w 1 (S02040'55"E - 289.78') 0.331 AC. F.C. 185-17-1439 FOUND 3/4" I.R. H.C.C.F. #F454198 - - - - - - - _ 20' B.L. _ _ _ �_ S03005'20"E 341.47' PAVING NOTES:5' CHAIN LINK FENCE 6' CAL fENC ! 1. 6„ THICK PAVEMENT ( 3,000 PSI ® 28 DAYS) ` I I 2. STEEL REINFORCEMENT (#3 BARS 0 18" C—C, BOTHWAYS) IW T SUPPORTED ON CHAIRS 100% I Io Exlsn Du sTE1t 3. 6 CONCRETE CURB (#3 VERTICAL DOWEL BARS ® 18" O.C,) ___a _ , METAL BUILDING 1-#3 BAR HORIZONTAL CONTINUOUS ) - - I TO BE REMOVED a IST1G PARK c LOT a CONC. N IJ 4. PRE-MANUFACTURERED EXPANSION JOINTS (MINIMUM AS SHOWN) 1J I DETENTION _ � S. SAW CUT JOINTS ON 20 FEET GRID ®j PAVEMENT DEPTH. I 10' �• POND I ! Ib 6. ALL PAVEMENT JOINTS TO BE SEALED WITH JOINT SEALER GRAY IN COLOR H.C.A.D. #0231410000450 n, _ ( ) H.C.A.D. TRACT 4508 •+L/ � s^ cuRe Q 4 I --' ` - _ � w I 7. SUBGRADE TO BE LIME —STABILIZED ®6% BY WEIGHT &COMPACTED TO CALL TRAC Ac. mI C 8 I) I 95% STANDARD PROCTOR DENSITY. °� g" CON• PVMT• %;I I N i 8. CONCRETE PAVING TO BE SEALED WITH COMMERCIAL CURING AGENT WITH WHITE PIGMENT. s• cuRB W f � Z15iTNl ■ r N I 00 Z I - - - - - - _ 10' 8.L_ _ - (NO2° 39'45 "E-150' ) FOUND 5/8" I.R. W/CAP µO��NDP 5/8. 1. . m LANDSCAPING I i m s REQUIRED: 2.482 x 6% = 6,486 SQ. FT. m 'a I zit LANDSCAPING PROVIDED > w PROVIDED: o FRONT 15' x 95' = 1,425 Q. FT. r FRONT 47.5' x 15' = 713 SQ. FT. j NORTH 4' x 190' = 760 SQ. FT. SOUTH 7' x 195' = 1,365 SQ. FT. ISLANDS 14' x 216' = 3,024 SQ. FT. TOTAL LANDSCAPING PROVIDED: = 7,287 SQ. FT. REQUIRED PARKING: CHURCH 1/4 SEATS + 10 350/4 + 10 = 98 SPACES i GYM: 1 /2000 S.F. OVER 2000 S.F. + 10 24,920 S.F. — 2,000 S.F./200 = 115+10 REQUIRED PARKING: 223 SPACES PARKING PROVIDED: EXISTING = 179 SPACES REQUIRED = 223 SPACES NEEDED = 44 SPACES NEW = 95 SPACES SPACES OVER REQ. = 51 SPACES 4 HANDI—CAP PARKING SPACES PROVIDED FOUND 5/8• I.R. W/CAP FOUND 1/2• I.R. W/CAP /2• I.R. OJ 1. THE LOCATION OF THE SUBJECT TRACT ON THE FEMA FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO.48201CO490L, DATED JUNE 18, 2007, UNSHADED ZONE X. THIS STATEMENT IS BASED ON SCALING THE LOCATION OF SAID SURVEY ON THE ABOVE REFERENCE MAP. THIS INFORMATION IS TO DETERMINE FLOOD INSURANCE RATES ONLY AND IS NOT INTENDED TO IDENTIFY SPECIFIC FLOODING CONDITIONS. h0 Dc H.C.A.D. TRACT 450B-1 CALL 1.033 Ac. 04 O N N 00 N PLAT NORTH 30 15 0 30 60 w FEET 1" = 30' $ OCTOBER 23, 2007 VICINITY MAP NTS CALLED TRACTS B" AND "C• 2202 UNDERWOOD GUARDIAN FIRE PROTECTION CALLED 2 ACRES FRANK ADDISON 12-19-85 H.C.C.F. NO. K341394 NAME OF DEVELOPMENT: NEW LIFE CHRRS "LAN FELLOWSHIP TYPE OF DEVELOPMENT: ADDITIONAL PARKING OWNER: NEW LIFE CHRRS `'LAN FELLOWSHIP BUILDER: TO BE DETERS DINED o LEGAL DESCRIPTION: NA 2.4282 ACRE TRACT, RESIDUAL OF 4.4942 ACRE TRACT A! RECORDED UNDER HARRIS COUNTY CLERK'S FILE No. V738939. BEING OUT THE ENOCH BRINSON SURVEY, A-5 AND THE NICHOLAS CLOPPER SURVEY, A-198, OUTLOT 450, LA F'3RTE OUTLOTS, AS RECORDED IN VOLUME 1, PAGE 33, HARRIS COUNTY MAP RECORDS, Hk!RIS COUNTY, TEXAS. JOB ADDRESS: 2104 UNDERWO(D ROAD r LA PORTE, TEXA 77571 LC) i� 1u �' ZONED: GENERAL COMM[ RCIAL (GC) io DO 1n THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVE 0 THIS SITE PLAN DEVELOPMENT OF THE PROPOSED ADDITIONAL PARKING SITE PLAN FOR NEW LIFE CHRISTIAN FELLOWSHIP IN LA PORTE, TEXAS IN CONFORMANCE WITH THE LAWS OF THE S E OF XAS AND THE ORDINANCES OF THE CITY OF LA PORTE. ' iY:_ — ATTEST: RECTOR, LA RTE BY:__ PLANNING DEPARTMENT LA PORTE CITY ENGINEER FILING DATE: ---- _---_—_—_-- SITE PLAN ACCURACY CERTIFICATE I, H. CARLOS SMITH, AM REGISTERED UNDER THE LAWS OF THE SPATE OF TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING AND HEREBY CER 'IFY THAT THE ADDITIONAL PARKING IN THE ABOVE SITE PLAN IS TRUE AND CORF'cCT; AND THAT ALL BEARINGS, DISTANCES, ANGLES, CURVE RADIUSES, AND CENTR-L ANGLES ARE ACCURATELY SHOWN ON THE PLAT. ® B FOUNTAI c=,¢ L _ H. R ITH 4E•O ® GRASS I o z gyp'• x9 o EXISTING PARKING LOT ---- _—�y°y�'' i'ra FOUND 1/2' I.R. f �, �g, �, �, Z �, ( r r �^ TEXAS REGISTERED NO. 13327 •°......... •-•••••~•�p• W" °' 0.23' I FOUND 5/B' I• o r" CpRLOS SMITN " EXISTING ORNAMENTAL FENCE N� '`•, 9 13327 O1 f N IXISTING — _ . _I( X ' FOUND 1/2^ I.R. 6' W/CAP ',6 (see)�E.yl,- b I 10' RAD. ® 26'ID/W , i N N �./IW 6' CURB 3� y :r 5t� I N 1 I W ( 6" CURB i 00 6" CURB } 1 O I ' =1 --® WI��i z `' I w I w (AI N 1 0 I �+ I Q I Q Z J. (a/1 ( � QI 1° I 9 I--T-- O I O rni 6 CU m I �I N w I I N ¢ �I a 6 CONC. ' PVM'T. I ( 6 URB , n 00 ii m I I rn o L) I6" CURB I 6" CURB I N ' N PA p 28 /W 28 16 I I i o la, I 1 o W I C9 O O `� M I I /� Z va O o ^ 6" CURS 10 Q 1Z � — Z I 10' � m W 00 W I 00 in ® TrP. I w w (E ao 1 p 6" CON PVM'T. 1 �1 Ow 1�8� 19'_ Q r°n am re N I 6" CURB I a 6"1 GURB1 �•• M I iij 10' CURB CUT If) E.JI— � tiJ. � 11111 LO 2s ID/w 28' bjw ' I ( 6• CURB I w I I of 10' CURB CUT v� I m I o v a I I v, v zl z m l ® 1 ® a: � � i ¢ ca vl a a o I ! ® I y I m I , ; o I n m I a IfO I cYi N I E.JI "I 28' /W 6" CURB I z I ° I 6" CURB ® mmee.,.meW Ian U i 4 mm�•° Cs ® _Z ® �t N 1In 6" ICONIC. PVM'T. I _ s"ICUR 30' B.L. i w WIN W m Uri M O IN aaa •Ds m M N W. mtt 11 U N li J aCR c?a Ci N II K II NJ J N ti H.C.A.D. #0231410000451 H.C.A.D. TRACT 451A CALL 3.355 Ac. EXISTING ONE STORY BUILDING I>m EXISTING PARKING LOT 00 U1 IT, ram., tK U a � J� - O o a EXISTING a ONE STORY BUILDING — M 00 313HONOD 03a3AOD tJ O 2 U cJ J 00 r )O N 'DP' ! , — • DRIVE �/ —.. — • —� — • — . �'- • — EXISTING TT03'06'U3 ' • 341.52' �1z• WATE . — . — . — • — , '— , -- . — . — , •— , -- ECONCG 30' RC.P. STORM SWR. i` DRIVE x _ DRIVE O Z UNDERWOOD ROAD W = HANDI—CAP = LIVE OAK `3 = EXISTING PALM = EXISTING CEDAR 24 ® = PROPOSED CEDAR -9- = OLEANDER HEDGE (100' R.O.W.) atbn~ mNN mRoe REVISED: 7/30/2008 PER CITY OF LA PORTE REVIEW LETTER REVISED: 7/08/2008 ADD ACRFA('F R. AnnlTIOKIAI I AKIncn Aou,n Ir LA PORTE OUTLOTS VOLUME 1, PAGE 33 H.0 D.R. ENOCH BRINSON SURVEY, J 1-5 & NICHOLAS CLOPPER SURVEY, A-198 LA PORTE, HARRIS COUNTY, TEXAS DATE: SCALE: DUNE 4, 2008 H. CARLOS SM TH 1" = 30, DRAWN: ENGINEERS AND SURVEYC RS, INC. CAD FILE: JFB P.O. BOX 529 423 N. HWY.46 3649-07SITE PROJECT: LA PORTE, TEXAS 77571 PH. (281) 471-4226 FAX (281) 471' 4228 SHEET 3649-07 1 OF 2 09-E-aa3