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HomeMy WebLinkAboutLIFE COMMUNITY CHURCH SITE PLAN_ I I I ( I ( x Iw m :E a a� y =s z ! 0 U3 Ld w D m S SQ �Z o c.i z a z� CEO t3 O o 0 'LL y' N W 403i W N .J T ) "RCP19.88 i iFF In i M I T N I T YC 111 T T R C 114 ' CAN IFF ROAD (N))FL15"RCP19.90 ' - z' (S)FL15"RCPi9.79 (80" R.D.W.) .x . 6ku� �' ��N '' P PROPOSED DRAINAGE & SITEL PLAN 2 tELE..�P; ' M1Y1 <^ , bbx ] RCP18.91 x^ x �z'z .._-.- ,' -'_�^" -� yP---"__'""'-PED � , 03 FND 5/8'YR STORM SEWER NOTES: (EjFUS"RCP19.41 \t •i ` xa_['a .ram,. �"`•, ,.:� �---- P TEXAS STATE PLANE COORDINAT S FOR PROPERTY CORNERS "��RZ(l .�_, Spring Gulley (8-109) E . TEXAS SOUTH CENTRAL FND 518'1R .. -- -� N 85'45 16" E 483.58 W2F' 5"RCP19.89 DETENTION AREAS AND VOLUMES ADS 1927 �_ 15"RCP4s:+2---'-- x ^ (BASED ON CITY OF LA PORTE SURVEY MARKERS #99 & #100) © W i 95 RCPt : B ` . ,., < AREA _ �4zn sq. FL _ 814 Cu. Ft. pNT N0. NORTHING FASTING - 20 B AREA b508 Sq. Ft. 918 Cu, Ft' ' x AREA C - 4302 Sq. Ft. - 842 Cu. Ft. m 681651.51 3241136.96 ^' \ -� m 682532.37 3241088.55 d is :<v' x^ X,e^^ '�' x AREA 4519 Sq. Ft. - 968 Cu. FL . ,}'` \ M1}x^ " \ OPP AREA -- 5508 Sq. Ft. - 275 Cu. Ft. ® 681677.24 3241571 31 p ,< sa X� .< \ f 1,,., AREA _ 5243 Sq. Ft. _ 1.014 Cu. Ft. ® 681677.27 324j 620.16 - - x r0p y AREA G 3600 Sq. Ft. 504 Cu. Ft. �2ps o ^ W _ ALL COORDINATES ARE SHOWN HEREON ARE GRID AND CAN BE CONVERTED TO SURFACE S O } e ti' SubTa 1 - 33,367 Sq. Ft. 5.323 Cu. Ft. 4 COORDINATES BY USING A COMBINED SCALE FACTOR OF 0.999q9565. ry aO ,1. 9 ,�. .( x X - ,C Pipes - 1e"e O 432 lF 783 Cu. FL x•I 24"0 0 58 LF - 182 Cu. Ft. (3 a ?4Sp 3a"d a 500 LF - 2.454 Cu. Ft. PROJECT DIRECTORY to HOLE FULL \ TOTAL - 44,367 Sq. Ft. - 8,722 Cu. Ft. d LUS a° of DEBRIS a • NEW OWNER: ARCHIECTUF�AL DESIGN: LANDSCAPING NOTES: \ v O ,. •� h , sa \ +'yM1 , W POD - 32,400.0 Sq. Ft. - 95,288 Cu. FL ' -' ,t ^^ ^'� '` '1 1 EXISTING - 28,55i.o $g. Ft. - t9.o35 Cu. Ft. LIFE COMMUNITY CHURCH VAUGHN PLANNING & DESIGN +/- 217,817 Sq. Ft. Developed Site Area 00 vo 6W GRAND Pastor Alan Neel 2165 RICE BLVD. +/- 138.329 Sq. Ft. Improved Area TOTAL - 94.318 Sq. Ft. - 123,015 Cu. Ft. 9529 Fairmont Parkway SUITE 210 79.488 Balance Lo Porte, Texas 7757, Houston, Texas 77005 x 6% Factor DETENTION SUMMARY: Pli. 713-521-9904 Ph. # 281-478-0594 # 4,770 Sq. FL Landscaping Required F X: 713-5 1744 \ '00 1. Area served - s,00os -Free +6,000 Sq. Ft. Landscaping Provided CONSTRUCTIO FENCE A 1- �° w 1 I 2. Detention storage rate P 0.45 AC-Ft/Acre '. i i = I %• \ 6- -}`` ,.`' 3. Detention storage volurrle required - 2.02502 Ac-Ft; 98,018 Cu. Ft. PARKING NOT r CIVIL ENGINEER: STRUCTURAL ENGINEER: R E: N 4. Detention storage volurge provided m 123,045 Cu. Ft. , d, I .\ 1\ x , ra.w• I Q ;.p ' _ b• Max. design voter surface elevation 24.0 FL SAN JACINTO ENGINEERNG, INC. g 0 ; It, \ ` ,,' n \ 1 0 8 6. Ma.. outflow rate alowgq 0.5 cfs/acre a 2.50 cis PREMIER STEEL BUILDINGS 448 SEATS IN SANCTUARY I. r. l \ qq \ $ +" x r�q p M1 Y: 7. Max. outflow rate Pro lea 2.a4 cis Charles B. Urban, P.E., R.P.L.S. Tony Fuentes REQUIRED 122 SPACES } rpgpo 8. Out fall size m 15'0 RCP with a 6"0 restrictive orifice for maintenance 2634 Violet St. P.Q. Box 6233 0 O P •,'� /�, z,°sF '000 EXISTING 71 SPACES Pasadena, Texas 77503 Kingwood, T> 77325 ,, $ ,mm• y i2a Detention facility is privately owned, operated, and is maintained ADD. 86 SPACES (•o by the property owner. P 281-655-7552 a I oUTLOT 716 oyF 4 P r Ph. # 287-487-2251 h• # TOTAL 157 SPACES Q / DENSE TREES / ` .. mm_ ?,9y�, �,a 00 FAX: 281-358-8328 _ ,sw - Oo o a, Note: Flood Zone - 'X' � +" ��� a , " ",A •'} 10w 'sae G0' This tract is not within the GENERAL CONTRACTOR: ELEVATION NOTES: HANDICAP NOTE: a O ) 10 p I 4BOFo . ,^ 100 or 500 year flood plain. FDJ CONSTRUCTION INC. Benchmark f LP.S.M. #99, 1978 Ad REQUIRED 10 SPACES :•:I x •- I FIRM Map # 48201 C 0940 J, Dated April 20, 2000 j' NEW Fred E. Jarvis, II Brass co with punch mark EXISTING 4 SPACES ,-23.50 ( _. " DETENTION ND N�PO PP . q M1- ti. \\� � P, PANEL # 940 2711 Lilac St. X= 3,241P150.119 ADD. 6 SPACES LOT 41 ` I Y c .E. _ a ^,a '\ 0' 1 �,� j \ .� B.F 23.00' Pasadena, Texas 77503 Y=-681,`�64.919 TOTAL 10 SPACES x '����� Ph. #281-487-5524 Elevation.22.506 ''� ^} x �--� H , ' x^ $ �- -- • ` Project T.B.M. Elevation is 24.28' �_. --_ � N o •„ ,.. _ °112 OD in P/P outside South P.L. ° ' EXISTINfl Key Map Location - Pg. 579E / U LOT 31 $ DETENTION 'p\>i'KEYED SITE PLAN NOTES: ' B.F.E. = 23.00' /" I q�aO -' , ^ �O (d•L '°S` W.S.= 23.37 1. NEW CURB CUT & CURB RADIUS IN ACCORDANCE W CITY & COUNTY REQUIREMENTS. ^ fl 1M1 6 ' ii 2 REMOVE PORTIONS XI I - - OF E ST NG CONC, PAVING, CURB &SIDEWALK AS REQUIRED FOR °a outlay 717 INSTALLATION OF NEW EXPANDED PARKING & DRIVEWAY. 1 ­UNITED lA UNITED METHODIST 3. NEW REIN. CONC. SIDEWALK ON PREPARED SOIL PER THE RECOMMENDATIONS OF SOILS REPORT •," '' X1M1a „^' ( ^ Inv I I ,i ,I ,M i CHURCH PORTS X \\ " '- '` I 9 FAILA PKWY BY OWNER. PROVIDE CONTROL JOINTS ®5'-0".'MAX. & EXPANSION JOINTS 0 30'-0" MAX. ,8SII 1 11 0 11,31 / 4. SCORED CONC. CURB RAMP W/CONTRASTING COLOR, 1:12 MAX. SLOPE ALIGNED FLUSH TO itll2 •°oho \ i ' Lu LOWER PAVING & UPPER PAVED SURFACES. ALL ASPECTS OF RAMP CONFIGURATION TO BE IN LOT 30 FULL COMPLIANCE WITH THE REQUIREMENTS OF TAS. ", :<"y° gallf'i z> Y \\ +ybxTOP23.i6 x O 5. ACCESSIBLE LOADING ZONE STRIPING, PAVING Gt2APHICS & POLE MOUNTED SIGN AGE IN 'I' ((N3FL15"RCP19.2 x6 _ lit I EXISTING `- �I S FL15'RCP19.26 O laeo ACCORDANCE WITH THE REQUIREMENTS OF TAS. I.ar ,.W FND 5/8"IR' �,,� I 1 TOP23.09 \ A I _ aoR _ Hoe 6. MONUMENT SIGN W/GROUND LIGHTING; RE: CHURCH REPRESENTATIVE FOR ADDITIONAL / It , ((N)FL15"PVC20.39 2"uoo(s)FLIO_ VC2o.46 '-r INFORMATION . \ 1^J SHED ,- ;•a ^}A, tO N o 7. FLAGPOLE ON REIN. CONC. FOOTING W/GROUND LIGHTING; RE: CHURCH REPRESENTATIVE FOR f \ FLAGPOLE SELECTION. ^^>:< III alx :<°' - aAw2TT till #3 0 16" O.0 LOT 29 DO '" DO I 1, EXISTING m 1 8. PAINTED PARKING STRIPING, 4" WIDTH; VERIFY COLOR REQUIREMENTS W/CHURCH EACH WA` `' x t ONE STORY O 2: $ BRICK & FRAME \ PHASE I a REPRESENTATIVE. W/3" SAND SUBGRADI BUILDING o. 5" CONC. ®3000 i• F.F.=24.52 \` ] \' p p- cp I �i 9. PREPARE AREA BEHIND CURB TO RECEIVE NEW SOIL & LANDSCAPING BY OTHERS; RE: ® 28 DAY: fit' M1 •+' �' I II 9 ''Im w.rsrt U /` AAAA� - CHURCH REPRESENTATIVE INC \ \ 10. ALL UNDERGROUND PIPING TO BE DONE ACCORDING TO CITY CODE OF LA PORTE. V CHAIN ,`" mam�Ru¢wo aero Qtt. RELOCATE EXISTING ON SITE SANITARY SEWER WITH 8"0 TAP. ^, LINK FENCE 13 Z \ ddtll 2)A/C r \ 12. CHANGE EXISTING METER TO A LANDSCAPE METER AND ADD A 2"0 METER. ,<a^° \\ \U- 111 NITS 5IG axr x^ ^,{ J ` I t. i Q Q13. CONSTRUCTION FENCE IS TEMPORARY AND WILL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AT SITE. CONCBo° XI a• }b^ PROPOSED NEW 14• PROPOSED PARKING LIGHTING. LOT 28 ° ° 1 PP DUMPSTER LOCATION 15. AS THE FIRST PIER ^` •^° ^,eh x;: X M1, . .\\ \ q C'C ICVIGN E11SS1PPR�lN , x (N.T.S.) iQ-1S DRILLED, SUGGEST TO USE A PENETROMETER. LOT 12 ^x ^? _±Jao , x Haar II O4CREtE ^,= IF VERIFIED READItyG IS =>2, FOR 4,500 lb/Ft NEEDED BEFORE GRADE BEAMS CAN BE REDESIGNED SMALLER. GREASES\ ^,e COVER W/1' OF J CRAP ��`\\. RED CONCRETE iQ16. PROPOSED SIGN IS'iT0 BE 10' WIDE BY 8' TALL, LETTERED BOTH SIDES. O ROSs\,v1 "(� / (WHERE NOT \ \ 1 UNDER PARKING) �) , \ 1 nx, eau 2144.46 aav e . ae v ]m a 2xea le•. ea u' tI`I I�II,;I III {Ii 2 , � TOP23.oe z •(N)FLis"PVC2 dt o mE q PROPOSED NEW' -- Y p IASE I - 2a30 xnsr max l ♦ a h, Y I .tax AmE ELEC. SERVICE Ijl I I I \� �`` :" c BORE UNDER 2nm ~ \., °^o ih jl, t t t I _ '' PARKING AREA :oao-\ m]o 1�/T�• i\V `I - xnlp J Imo.._- 24" N (r OSED vsw PR0 USED 6" o _.n: AmE s DO Poo vry tav a mm N ` CLEAN COTS N Kn VIP m PoxP xa.x(Oe x.nme IIt6 '; lM1 I CIUHR�� II I �' LP i� \� D 2: j -e2zJ1 O�im o2aer I�l�e'uu ©�im o2le2 /VW N V• yj tI I • I I I Ff41 26.00' lm ff PCb o 2lW ( M'. SW LI I 4a SEAie I (,' I 1 1e•r e9 tr v Ri m VAIq a ]a]] 10Y eE V O � �,, �+ .�? I I 1 )' I _ � I '� r \\� o N]Pom eonw I ggQa t h I I it9.]a TO i2.P f -_o!F AIXK 1 -.Nt AOPC -.J.. AmC in, I Iti I CJ I I I : i,{.' I I I. fI t 2 .Ye' > O 1 - _-__F-- _- _ _.-(---2nW I m50 -/ \ T - wlo wSw Pow PROPOSED; \\ P \-��nt2 \ UNDERGROUND ,o Mro Pa'o) - -- - t `\ • Psw a ,e / \ i t ELECTRIC ,a °' �1 ,1p p , /'C�I SE \,^ CJ '' Y,^ \�1l,1i iy 1 V' \ ^�"l i. ( o y tl : R+�' + T ��• \ V ( ( F}{1-� 11 WATER 1 I 9 - 1 e' Le♦ *:•I/,''^-s_e �1 ,y�' I EASEMENT �•I -I �, /' o i may,, PRaPosED 22.00�I y - _. s :tea. R a P. ee v � \ ii 7 Cr / ' I zl ,AlS71N Ryl � wsnxa vu,m urrc LOT 10 �s � ��r �'� %1 .I•�\or L--,+74. ` r•% �'`�-m��5 rot)_7_ "I'1�lIii\ is•. L \ 11 .C•i 2 TOP23.04 TOP21.69 '.\ \, 1 - \i �ROP o s•P _ -- PRCPosED `•'_--. li -' O t-01 `/• tE)Fl-15"PVC20.14 ^, (N)FL15"ftCP17.92 \ \.® Pe�aSED te'. - R: a P. I(' • P, a. P. En V ^�., \ ® 1 �Im.:o l-\.. a ^' (W3FL15"RCP19.20 /5 \\ ExISTfN s " a, ( FL15"RCP17.98 WALL \ D' LOT 9 Y \\I.a`Guy 2A.• _ IG. . z FND 112'IR� -- a P e x- az EocADdC WAtER 8 _ 'YO 2 CONCR'U m e' - 1 AN-�--EpsnNo ev nEsrox:roa FN�B_1R^ 1- Rn xu' _ �v - ,M1' } IT n ^° °' T.H.H. r 4' .-,-�-DITCH_-�, NAIL I - OVERHEAD POVE ^M1. ^:�"-- L pl - - POWER POLE 6"RC y `. qg TOP BANK , TOP23.79 ^r as ^ (N))FU 5"fiCP17.11 PROPOSED NEW - - ELEv=2a.2B ^, ,> " (E)FL8"PVC 360 RCP a X • _:, ^°° q' CONCRETE n -' ' P Y. " TOP23.42 ASPHALT ,,P a=. DRIVE TTOM10.95 UNABLE TD OPEN ° ^". •` UNABLE TO DETERMINE ^,u' ," EDGE APHALT i ^} SIZE/DIRECTION OF t1NE5 a> a ry' �1� FAiRMDNT PARKWAY .. NEW x ,' APPROACH + (250' R.D.W.) ,' o' v � .. aJ SIGN 11� LAND SURVEYOR, TOTAL SURVEYORS, INC. AUGxIv PLANNING D SA 03 ELECTRIC, L.L.C. - N 2303 Do(Ph- 2 1-435-nu• Tnula 77303 ESIGN PROFESSIONAL LAND SURVEYING COMPANY 4301 CENTER STREET rav2al-ass-sass 2365 TR3ce Blvd. • Suel¢ 21D - Hou.bn. Tex¢e 77oos DEER PARK, TEXAS 77536 DWGS2002/LIFE/SHT04 Ph: 't3'"J'99D •Y¢ :7L3.e22.27an e713.5 1.990 v- P.: 13.25 1.1 JOB HD 02401 H=1 V=4 9.8071 ACRES OUT OF LOT 716 OF LA PORTE OUTLOTS, VOLUME 83, PAGE 344 D.R.H.C.T. LA PORTE, HARRIS COUNTY, TEXAS SAN JACINTO ENGINEERING, INC. -CONSULTING ENGINEERS- 2534 VIOLET STREET Pasadena, Texas 77503 (281) 487-2251 (281) 487-2829 0 to s lg raw ■ fa,a, e.411 ■ «a remr -.•- -.•- Wwe FMa Exw LRe +111..�1 A,Pxel( n.. + - spot wwuM 2C CMW InwM �, [we.NMMI -r= - )'�,sHRre P,- .-. ! N pww auRfOR4 MOLLY man auc ]rrct m u•- r. t -�- WATER VANt t v 1 in'az'"aaut01NaI�!R scale 1 " = 50' VI01 ITV MAP' GENERAL NOTES II: N'T'S 1. BUILDING CODE CITY APPROVING AUTHOBITY ICATE G = $BCC, ON Q �. 2. OCCUPANCY CLASSIFICATION 7 This is to certify that the City of La Porte, Texcis has approved this bite plan Gf'OUP A2 (SMALL ASSEMBLY) and development of LIFE COMMUNITY CHURCH in conformance with the ordinances of the 3. ZONING R-2 City of Lo Porte. 4. NO GAS SERVICE 5. B.C.A.P.r- BLACK CORRUGATED ASO PIPE 8y. l7�/O�bJ (POLYETHYLENE PIPE) •' Director, OlOnning4epartriTent 6. STORM SEWER TO PE BEDDED At BACK FILLED BY CITY OF LA PORTE'S CODPS & REGULATIONS: MIN. TRENCH WIDTH- 48" STABILIZED SAND- BOTTOM MIN. 8"/TOP MIN. 6" PLAT (SITE PLAN) ACCURACY CERTIFICATE BACK FILL ABOVE SAND TO BE BROUGHT 1, CHARLES B. URBAN, am registered under the laws of thg State UP IN 8" LIFTS of Texas to practice the profession of engineering and/or surve�tWi'g and hgreby 7. PSW -PROPOSED SIDEWALK p ��o v certify that the above.'gIot (site plan) Isar �`OrLA �� ct; and that all b(Iorings, GRATE INLET SCHEDULE s distances, angles, curve, radiuses, on g Eaccurotely sh i TOP 23.67 • © TOP 23.58 • plot per Kevin K. Kolb R.P.L.S. 4 (E) FL 26.80 (W) FL 20.72 "• ••••• • i ..... © TOP 23.75 •'• © TOP 23.69 ••• ' �/Ve'I (N) FL 20.00 (N) FL 19:94 Dp 1g U: P E �i• tl• A • T 40U ........... ... (s) FL z0.10 (s) FL 1s:ss 1 L S I �ESZj No.s1 re 4546 (W) FL 20.10 (E) FL 20.10 QI TOP 23.63 ••• �O e\J3.5. No. 546 �� SUP\^ 1� a-* (W) FL 19.90 © TOP 23.67 w (E) FL 19.88 + (W) FL 20.80 SCALE: 1" = 25' Li) TOP 23.53 MH © TOP 23.42 • (N) FL 19.78 coo• coo• e.ao• low (E) FL 2b.50 (S) FL 19.80 _�Z__sw TOP 23.85 " ® © TOP 23.43 *•• eoa (N) FL 20.10 (N) FL 19.68 �I°Ili 5 (W) FL 20.20 (9) FL 19.70 (E) FL 42 © TOP 23.4? * - 24X24X36 6e (W) FL 20.50 4t" - 3OX3OX45 "••+" - (E) FL 20.52 10 33 36X36X45 "MH" - 4'0 MANHOLE aao e.op sap• W/ GRATE tsar M.ar 14.oa' 14.00- Pnmosm j a( NEVI nr a 26 W -._r_ lava] a' Daryp rr. a 24.62 2CM lm a ILe2 ` N um IKiL rNK2i EBp2 10.20 te'I ae V t a) m22 m01 mlm 0114 oPa aral -1.2% Nst 11.17 ,].IC » 46 V -are eo] lava PROPOSEDNEW PHASE I PHASE II PHASE R PHASE 1 PROPOSED PROPOSED EXISTING POLRK O LOT O PPmMm . DETENTION PROPOSED RESTORATION T R LOOT NORTH LOT PPMMKI D LOT SOMu1N 2.(a 240a o 2.00--� p,�1o, FAIPNONT a.w artfN - STING 2JAo�"- I2.J, twEST EIWND) :_��-""�- D TENDON POND mJ9 vJ 19m mot mI. 0 m� C.B. URBAN, P.E. No. 51315 WITH USE OF SURVEY BY a ts•e 24.24a1e aAt "I, TOTAL SURVEYORS, INC. R.P.L.S. No. 4546 .ea J Irse u>o KEVIN K. KOLB, R.P.L.S. # 5269 01/09/03 19 Jr 1S•R 7 INVERT SAN JACINTO ENGINEERING, INC. V 3 P + V2 2 P RmmcI' � m Wee°X"`EPT°" -CONSULTING ENGINEERS- 29 W + Z, = + 29 W + Z2 ae9 ohs REVISION 05/08/03 REVISION 02/24/03 2534 VIOLET STREET PARKING SIZE 5 REMOVE SET OUTSPasadena Texas 77503 00C Texas SoFiely of REVISION 05/08/03 SEWER ROUTE 4 REVISION 02/17/03 J Proieaamnai rveyors CHANGE OF DETENTION (281) 487-2251' A REVISION 05/08/03 REVISION 05/08/03 A REVISION 01/15/03 ' ADD NOTES ADD NOTE LA PORTE ADA CODE DATE: 05/08/03 SCALE: 1 = 50' 12 REVIQ A LINESION SIZE05/08/03 CTYSION CERTIIFICATE03 ADD DOUMPS E1R/03 DRAWN BY: BF CU DWG. No.�\ it REVISION ADJOINEROS/08/03 Q SHOW SQ.REVISIONOFT.08/03 Q CHANGEREMSION01/5/03 OF DIE ENTION DRAINAGE & SITE PLAN 0 7a'r 03-8�z04