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HomeMy WebLinkAboutZION HILL BAPTIST CHURCH SITE PLAN (3)LEGEND W. MADISON ST. SITIE � w Iz z m m W FE�zyy] a ¢ o m d ZQ0 zz IE 51 U Cy II ' a m W o a ¢e BIRD. FNC. = BOARD FENCE CONC. = CONCRETE C.L. FNC = CHAIN LINK FENCE E = EAST FND = FOUND F.H. = FIRE HYDRANT G/W = GUY WIRE H.C.C.F. = HARRIS COUNTY CLERK'S FILE H.C.D.R. = HARRIS COUNTY DEED RECORDS H.B. = HIGH BANK HWY = HIGHWAY I.R. = IRON ROD L/S = LIGHT STANDARD NG = NATURAL GROUND N = NORTH PP = POWER POLE PVMT. = PAVEMENT RCP. = REINFORCED CONCRETE PIPE R.O.W. = RIGHT OF WAY SAN. M.H. = SANITARY MANHOLE STM. M.H. = STORM MENHOLE SQ.FT. = SQUARE FEET S = SOUTH TEL. = TELEPHONE TC = TOP OF CURB TG = TOP OF GUTTER U.E. = UTILITY EASEMENT W = WEST W.M. = WATER METER W/V = WATER VALVE REVISIONS BY) 0 0 I I i I I I I I I I I I I i I 72- 1- -�3 1- r 0 t 29 -1 28-- - r— 2 7- - -1— 2 6 - —r— -2-5- - -t- - 2-4- - -t- - 2-3- - -t- - -2-2- - --r 2t -2t7t 97 r 1-81 _1_7- I I 1 1 I TAP BY I I' METER I I G.M. EXIST. OVERHEAD EI ECT. LINES I CITY I BY CITYW. 7 ( ( I 1 I ( I I 25' 25' 25M 25' 25' 25' 25' 25' 25' 25' 25' 25' 1 25' 1 25' 1 25' 1 25' - - - - - - - - - - - - - - - - - - - - - - - - - - - ALLEY POWER P E OVERHEAD ELECT. LIN SAN. SWR. 5/8" I.R. XIST. GAS RISER II 6' SANITARY SEWER ^ 5/S" I.R. 3' WATER LINE� FIND./ ❑ II SOUTH 225.00' � ,9' SET 25' 125' 6 2525' `t- 25' 25' r , 2 ' 25' 'S 25' 25' E 25' 25' 25' 25' 25' J ,9 EXIST. METER BOX j w , -OOVER EAD ELECT. SERVICE FENC(3 SIDES) I I I I 0.23' SO. HIGHI POIN _ 1 0 p -"F—¢_ C.O. WELL 20' BUILDING IINE,� TRAFFIC FLOW DIRECTION Q 1 vQ / (IU�Jio i TRAFFIC FLOW DIRECTION -! w II( I[3�. J� 6' WOOD ­p I I % -T . . FENCE 0 ASPHALT C.J.-�. 3' ASPHALT DRIVEWAYS. C.O. 3' ASPHALT DRIVEWAYS. _ �- C D. C.O. _ _ _ 4 FEES 1 mom/ CONCRETE C.J. a�.m 0 �D� 1 REASE TRAP LANDSAPE w( GCAPACITY 0 I Q O O = I 250 GALLON • W I ( 1 1 0 I 0 Z O 0 I I I I POWER POLE IZ z x EXIST POWER POLE-�I z ¢ I O ° d a z �x 0 PROPOSED ti x o x o I I I I w 3 ¢ ,°j' ,°j °Oro z O ¢ � 60 XI20 BUILDING > w ti J W o t M 7,200 SO. FT. o A Q I 1 I I z I I I I 0 I o>, 0 224 N. 7TH ST. a m iq 0 1 ( I aFINISH FLOOR ELEVATION 21.10' 2 WN w _h 0 12 1 13 1 14 1 15 1 16 I WO aZ� a M Oo I I I I N Ux y O O O 0.49' SOI d in a n 2i4o zia0 ASPHALT C.J. Q N I I I I CL OF DITCH N • 5' S/W 20.9 '�CONCRETE C.J. 9� ERTRnNCE EM/E%Ii 0.75 \ x nl� \ CONCRETE SLAB TO BE REMOVED 30' H [LDING LINE = o w a • 5' CO CRETE DRIVEWAYS. N a o w II SPACES @I 9.0' INCL. 2 H.C. #4 RE BARS @ 16' D.C. EACH WAY 1 COURSE INVERSE PENETRATION OVER 6' \ 5' CONCRETE DRIVEWAYS. I CALCIUM SULFATE BASE 14' #4 RE -BARS @ 16' O.C. EACH WAY HIGH POINT (ALL PARKING AREA & DRIVEWAYS) • TRAFFIC FLOW DIRECTION j ® TRAFFIC FLOW DIRECTION F3 ® ]i5I` m a ANCRETE C.J. c O 25O O Q5.0 03, O Q5' 0 O O 0 Q O Q, O O O O O CONCRETE C.J. 'j ASPHALT C.J. NEW 25' RIVEWAY 0y NORTH 225.00' N(:b* / .�Ah N 1'J/ 5 H" LR. EXIST. SHELL & DIRT DRIVEWA EXIST. NEW R.C.P. R.C.P. ASPHALT C.J. NEW 25' DRIVEWAY N , A'r ENTRANCE EXIT ALT / I I I I I I 1 I 2 I 3 I I I I I lo �b I 0 0 0 0 1 25' 25' SET 5/8" I.R. CL OF DITC 6 I ( I I I I I I I I I I I 1. I I 25' 25' 25' 25.00' H EDGE OF ASPHAULT — (21' ASPHALT PVMT.) p M----�s=------- °----- NORTH 7th ST. EDGE OF ASPHALT c(DD I I I I I I I I I I I I 4 I 5 I 6 I 7 I 8 I 9 I I I I I I I GENIcFRAL_ laLOT LAYOUT ADJACENT PROPERTIES OWNERSHIP INFORMATION 1. TRACT NUMBER 1 / BLOCK 67 IS OWNED BY Mr. R. L. BROOKS 2. TRACT NUMBER 2 / BLOCK 67 IS OWNED BY Mr. R. L. BROOKS 3. TRACT NUMBER 12 / BLOCK 67 IS OWNED BY Mr. TAPICK ISRAEL & Mrs. HELEN TAPICK 4, TRACT NUMBER 13 / BLOCK 67 IS OWNED BY Mrs. SHARON JONES 5. TRACT NUMBER 14 / BLOCK 67 IS OWNED BY Mrs. SHARON JONES NOTES: 1. THIS TRACT SUBJECT TO THE CITY OF LA PORTE ORDINANCES. 2. LIES IN ZONE "X" AREA OUTSIDE THE 500 YEAR FLOOD PLAIN FIRM NO. 48201CO945J, DATED NOV. 6, 1996. 3. BEARINGS REFER TO PLAT NORTH. 4. IRON RODS SET WITH CAPS. 5. ELEVATIONS SHOWN ARE BASED ON NGS 1929 MEAN SEA LEVEL 1978 ADJUSTMENT. I I I I i I I I I I I I 10 1 11 112113114115116 1 1 1 1 1 1 PLAT NORTH O O I W W m c / y J i 0 I m TO: ZION HILL PRAISE CENTER I, L. M. HUELSEBUSCH, P.E. , DO HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A SURVEY OBTAINED FROM H. CARLOS SMITH, SURVEYOR'S TEXAS REGISTRATION NUMBER: 1228 AND THAT THE FACTS AS FOUND ON THE GROUND AT THE TIME OF THE SURVEY ARE AS SHOWN HEREON. WITNESS MY HAND AND SEAL THIS 20th DAY OF August 2002 6k&b i"Jkoa� L.M. HUELSEBUSCH, P.E. TEXAS REGISTERED PROFESSIONAL ENGINEER NO. 53433 �llll '�ti lullqqIlll lil'u" gill lull llll illy I%ii� �llii'�'o"' -�� Illl ;; ��� �',�u, lf� lllll llllll llf I �lull %l� llllll 0 alromm nw i4l W. POLK ST. SPENCER HWY. ^ W. MAIN ST. x v' W. 'B' ST. x w r¢- W. IS, ST. y W. 'D' ST. b 3 W. 'E' ST. 2 �Q W. 'F' ST. N W. 'G' ST. VICINITY MAP N,T.S, NAME OF DEVELOPMENT: ZION HILL PRAISE CENTER TYPE OF DEVELOPMENT: MULTI PURPOSE CENTER OWNER: ZION HILL BAPTIST CHURCH BUILDER/CONTRACTOR: METAL ENTERPRISE CONTACT: R.W. WALKER 713-225--5479 LEGAL DESCRIPTION: LOTS 3 THRU 11 BLOCK 67, TOWN OF LA PORTE JOHNSON HUNTER SURVEY A-35 HARRIS COUNTY, TEXAS. JOB ADDRESS: 224 N. 7th ST. ZONED: R2 - MEDIUM DENSITY RESIDENTIAL THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF THE ZION HILL PRAISE CENTER, IN CONFORMANCE WITH THE ORDA,IANCES CIF THE CITY OF LA PORTE, TEXAS. ELEVATION LEGEND: EXISTING - PROPOSED PARKING LOTS REQ'D: SEATING CAPACITY 120 PEOPLE AT 3 PEOPLE PER PARKING 3 PEOPLE CALCULATED REQ. 30 PARKING SPACES PLUS 10 PARKING SPACES TOTAL REQ. 40 PARKING SPACES TOTAL AVAILABLE 40 PARKING SPACES PLANTING - SCREEN CREPE MYRTLES ® 20' 2 - DWARF YOUPON BETWEEN CREPE MYRTLES PLANT 6 TREE AS INDICATED LANDSCAPE LEGEND C? CREPE MYRTLE O DWARF YOUPON BRADFORD PEAR OR LIVE OAK LANDSCAPE REQ'D: TOTAL AREA 28,125 SO. FT. OR 0.65 ACRE BLDG 7,200 SO. FT. 6% 1,255 SO, FT. PROVIDED APPX. 3,000 SO. FT. PROVIDE LAWN WATER SPRINKLING SYSTEM ZION HILL PRAISE CENTEiN MINOR DEVELOPMENT SITE AN ®I—S{ IEFZS DRAWN BY: GNM CHECKED BY; IMH/GNM RATS 07-22-02 SCALE, I 20.00' 1 0 2 off_ R7 --�A I 1 LLI z z N m g" C G a w a i I I i I I i I m z i z I W a ¢ z� W Z Z .: z ZMO wZ a Is, M w a F (L �zz N !i i II i 1 P h I LEGEND BIRD. FNC. = BOARD FENCE CONC. = CONCRETE C.L. FNC = CHAIN LINK FENCE E = EAST FND = FOUND F.H. = FIRE HYDRANT G/W = GUY WIRE H.C.C.F. = HARRIS COUNTY CLERK'S FILE H.C.D.R. = HARRIS COUNTY DEED RECORDS H.B. = HIGH BANK HWY = HIGHWAY I.R. IRON ROD L/S = LIGHT STANDARD NG = NATURAL GROUND N = NORTH PP = POWER POLE PVMT. = PAVEMENT RCP. = REINFORCED CONCRETE PIPE R.O.W. = RIGHT OF WAY SAN. M.H. = SANITARY MANHOLE STM. M.H. = STORM MENHOLE SO.FT. = SQUARE FEET S = SOUTH TEL. = TELEPHONE TC = TOP OF CURB TG = TOP OF GUTTER U.E. = UTILITY EASEMENT W = WEST W.M. = WATER METER W/V = WATER VALVE DEVELOPED 100-YR. STORM Q=CIA AREA = 0.65 ACRES INT. = 13.0 In./Hr. C = 0.90 Q = 0.90 X 13.0 X 0.65 = 7.61 c.f.s. UNDEVELOPED 5-YR. STORM Q=CIA AREA = 0.65 ACRES INT. = 2.80 In./Hr. C = 0.90 Q = 0.90 X 2.80 X 0.65 = 0.728 c.f.s. REQUIRED DETENTION THE DEVELOPED AREA IS UNDER 1.0 ACRE PROVIDED DETENTION USING THE PARKING LOT OUTFALL PIPE 101, rds=0.35% RESTRICTOR 0 = CA (29h)1/2 A = 0.728/ 0.8 X (2g{2})1/2 A = 0.08 Sq.Ft, R = 0.1597 Ft. D = 0.3194 Ft. = 3.83 In. a 6" pipe is recommended PROPOSED 6" DIA. WATER FLOW RESTRICTOR I I I -I I . 4. (- ..4 -IIIIII-III Typical Section Restrictor N.T.S. I I O Of 0 I LO r lL U 0 I I I I I I I I I I I I I I I I 732- -I- -31 - r --730- 2.9- -1-28- - r- 27�- -25- - -r- - 2*- - -t- - -Z3- - -t- - -22- I I I I TAP BY I I' METER 1 G.M. EXIST. OVERHEAD ELECT. LINES ( CITY I BY CITY I 1 I ( ( I 25' 25' 25 25' 1 25' 25' 25' 1 25' 25' 25' 25' 25' 25' 2s' 25' 25' _--- II 5 8" I.R. ALLEY POWER P E OVERHEAD ELECT. LINES SAN. SWR.j- - - - - - - "- - - - 5/8" I.R. XIST. GAS RISER 6' SANITARY SEWER CO / ,- FND. 'TOP ❑ T.O.P II T.O.FSOUTH 225.00' 3' WATER LINE---,, SET 25' 25' ,9'0 25' 0.5 25' ,�`}' 25' 0.5 25•a ��:` w1 21' p®, 25' 19? 25' 25' 6 25• 25' 25' 25' 25' a > IOVER EAD ELECT. SERVICE FENCE <3 SIDES) 0.23' SO. 0 @@ oo �I HIGHI POIN vQ' / EXIST. METER BOX'41% SLOPE -mF W ( ~-C.t�PLE 20' BUILDING LINE @ 0.41% SLOPE D.C. 6 FENCE 0 • 0 T. O 0.1 DIRECTION OF WATER FLOW 3 °' ( AGO 0.5 DIRECTION OF WATER FLOW 1 C.O. ,CIO. C.O. 0.1 T.O.P 0 DSAE RAF 0.5 LAN CAPACITY OF OI 250 GALLON LANDSAPCT0I( II (1 I 0 I I I I POWER POLE I J 06i / EXIST POWER POLE �O1I ,yp9 TIOP O PROPOSED ti x w x 0. o 60'XI20'BUILDING ti° o Z I I I I I 1Ln 0 I N 7,200 SO. FT. Z O I I I I N I 06 224 FINISH FLOOR ELEVATION 21.10 g ( I I I a H 1. o T.D.c. I ( I I 1 I 2 (n T.D. 12113 1 141 151 16 Q ry o I w T.O.P �.5 0 0 I I 0.49' SO. 0 I' 210 I 0 Lo I I I I z,.to O N I I I I I 0.6 1.08 1 mi� ENTRANCE 5 S/W ENT/E%IT 0.02 ( I I O lSN1b 4 j> O LINE - w ¢ I IEDED T0 O o w D.4 �. --- D.P 0 I I I I 025'NO. T,O.. O ! 11 SPACES @19.0' INCL. 2 H.C. 0 I O TOP 24X24 1 DIRECTION OF WATER FLOW \ 024X24 I I I CONCRETE 05 INLET @ 0.96% SLOPE HIGH POINT @ 0.96% SLOPE � 1 1 I I DIRECTION OF WATER FLOW INLET T.O.P I I I I SLAB 0 .S$1' � I 0.5 9.2 ,� T.D.P !\ T.O.P I T.O.1 JJJ I 0.3T NO. B�Q� T.O.P ®0 \ L00 T.O.C. 0 I T I c. �PO� / �? T O.C. 25' 25' 29�' O`' 0.5 v O 2s0 O Q5'd © Q5-.Q O 0 0 (a• O O O O o O 5 8" I.R. a / a ,m .° ey NORTH 225.00' �o' /' 19h ND. '`9 FND. NEW / 5 8" I.R. NEW x EXIST. 25' DRIVEWAY EXIST. SHELL & DIRT DRIVEWA EXIST. NEW 25' DRIVEWAY m� p aR.C.P. CL OF DITCH 1• R.C.P. R.C.P. o, x 10• OISCH flOV liM TL[vra'40 1� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _b ENTRANCE NEW ,� R.C.P. EXIT 6 I I I I I I 1 I 2 I 3 I 4 ( ( I TYPICAL SECTION 24 X 241NLET N,T,S, --p'g-x----- ,yo :ET�' I rE OF DITC DISCHARGE-2 Vitx w RGiM M IIAI LIK ncv. 17M 25' 1 25' 25' 25.00' i (21' ASPHALT PVMT.) 3i Ci NORTH 7th ST. ° P® ry EDGE OF ASPHALT r9 I I I I I I I I I I I I 5 1 6 1 7 1 8 I 9 I 10 1 11 112113114115116 I I I I I I I I I I I I L7RAINAGE PLAN NOTES: 1. THIS TRACT SUBJECT TO THE CITY OF LA PORTE ORDINANCES. 2. LIES IN ZONE "X" AREA OUTSIDE THE 500 YEAR FLOOD PLAIN FIRM NO. 48201CO945J, DATED NOV. 6, 1996. 3. BEARINGS REFER TO PLAT NORTH. 4. IRON RODS SET WITH CAPS. 5. ELEVATIONS SHOWN ARE BASED ON NGS 1929 MEAN SEA LEVEL 1978 ADJUSTMENT. PLAT NORTH 1•• 1 TO: ZION HILL PRAISE CENTER I, L. M. HUELSEBUSCH, P.E. , DO HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A SURVEY OBTAINED FROM H. CARLOS SMITH, SURVEYOR'S TEXAS REGISTRATION NUMBER: 1228 AND THAT THE FACTS AS FOUND ON THE GROUND AT THE TIME OF THE SURVEY ARE AS SHOWN HEREON. WITNESS MY HAND AND EAL THIS L DAY OF August 2002 .M. HUELSEBUSCH, P.E. TEXAS REGISTERED PROFESSIONAL ENGINEER NO. 53433 W. MADISON ST. S I T E W. TYLER ST. a W. ADAMS ST. a a W. POLK ST. tr x SPENCER HWY. W. MAIN ST. a x W. 'B' ST. x N W. 'C' ST. x N W. 'D' ST. P iW. 'E' ST, tiQ W. 'F' ST. h W. 'G' ST. VICINITY MAP N,T.S, NAME OF DEVELOPMENT: ZION HILL PRAISE CENTER TYPE OF DEVELOPMENT: MULTI PURPOSE CENTER OWNER: ZION HILL BAPTIST CHURCH BUILDER/CONTRACTOR: METAL ENTERPRISE CONTACT: R.W. WALKER 713-225-5479 LEGAL DESCRIPTION: LOTS 3 THRU 11 BLOCK 67, TOWN OF LA PORTE JOHNSON HUNTER SURVEY A-35 HARRIS COUNTY, TEXAS. JOB ADDRESS: 224 N. 7th ST. ZONED: R2 - MEDIUM DENSITY RESIDENTIAL THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF THE ZION HILL PRAISE CENTER, IN CONFORMANCE WITH THE ORDINANCES OF THE CITY OF LA PORTE, TEXAS. Cn DI CTO PLANNING ELEVATION LEGEND_ EXISTING F - PROPOSED PARKING LOTS REQ' SEATING CAPACITY 120 PEOPLE AT 4 PEOPLE PER PARKING 4 PEOPLE CALCULATED REQ. 30 PARKING SPACES PLUS 10 PARKING SPACES TOTAL REQ. 40 PARKING SPACES TOTAL AVAILABLE 40 PARKING SPACES PLANTING - SCREEN CREPE MYRTLES ® 20' 2 - DWARF YOUPON BETWEEN CREPE MYRTLES PLANT 6 TREE AS INDICATED LANDSCAPE LEGEND 0 CREPE MYRTLE O DWARF YOUPON LIVE OAK LANDSCAPE REQ'D: TOTAL AREA 28,125 SQ. FT. OR 0.65 ACRE BLDG 7,200 SQ. FT. 6% 1,255 SO. FT. PROVIDED APPX. 3,000 SQ. FT. PROVIDE LAWN WATER SPRINKLING SYSTEM ZION HILL PRAISE CENTER MINOR DEVELOPMENT SITE PLAN DES1C3NEFZS DRAWN BY, GNM CHECKED BY, HMH/GNM ATE- 07-22-02 SCALE 1"=20.00' C-1 2 of 2 I