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HomeMy WebLinkAboutLION KING, INC. SITE PLANSITE PLAN MINOR DEVELOPMENT SITE PLAN FOR CONVENIENCE STORE/RESTAURANT BUILDING AT BLOCK 328 & 3291 TOWN OF LA PORTE 201 BARBOURS CUT BLVD. ILOCAU54 Pt4 6rY jW U MART C"Imid FIAT Iff"Alff 225 SITE LO'LOCA CA 10 ITE I IARI0UR3 Ul ILVO. of so Ii MAIN St. 146 60 FT X 80 F7 BLDG. FOR COIN. STORE/ RESTAURANT CONCRETE PAVEMENT BARBOUR'S CUT BOULEVARD OWNERS: FIVE STAR DEVELOPMENT INC./ AMEEN NAFISI 60* ROW CONCRETE PAVEMENT BUILDERS: CARLOS CONSTRUCTION SERVICES ZONED: BUSINESS INDUSTRIAL JOB ADDRESS: 201 W BARBOURS CUT 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---------- - - - - - - - - 0 LEGAL DESCRIPTION ----------------- 4r0 rr - ALL OF NORTH 2NO ET RIGHT OF N if If of I I BETWEEN BLOCKS 32S8TREAND 329, TOWNWAOFY LA PORTE if MAP. OF LA PORTE OUT OF It I1t THE JOHNSON HUNTER SURVEY A-35 11 ry 11 LA PORTE, 14ARRIS COUNTY, TEXAS if 326' II If z REFERENCE BENCHMARCK 80' ROW or tcloomill okymol 93 OIL) ?JU f1UW ----- II — — 4 CITY OF LA PORTS ift—polt2— — -- — -- If SURVEY MARKER NO. 70 tYPF 1EfF::: C, -1. c,, -03 TSM NO. I IN MOST BOLT ON FH AT :,c, W."Al Fir.) lz 4 4••♦♦♦•♦♦ ♦••4 4 - If NW CORNER OF W BARBOURS CUT BLVD. ♦+4 4 bxlsif 1:1 111. AND N. SECOND STREET ELEV - 18.92 J: It 4 #4 4 1 1 I 7A 4 h ICA 1 0 - - - - - - 0 1 LANDSCAPING ANALYSIS: V It TOTAL AREA 130.400 SF 0 ot 0 : I I I I it LESS ROOF AREA 10,400 SF It It CONSIDERED AREA 120.000 SF I I I 1 4 t I . #0 1 It I I I RED.0 LANDSCAPING(6%) 7,200 SF N !1 11 50' FRONT SETBACK : I ! I I I It It I LANDSCAPING PROVIDED 10.000 SF t-2 V) 6 Of ff) _T7 0 z I 80' ROW 0 1:, 01 1 :0 0 I . 0 19 — @i l OFF ® I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — & I If — — — — — — — — -- li A3 I how— A2 75' I ca laxle CS x1a ca Al 'exit IC-t7.20 0. 1 O�,,, :1 1 10-17.25 a 720 1 40: 4 rL;- t5.20 U, Fl- 16.10' 1 K02 TOG 4 to C'D Ilk it 10. Ln it . I b 0 rr — - — - — - --- t 1-8 -2 6.2 0 0 oil 0 ot 0 000 6AL - '1 TO ci 17) 000 -A LA5 go, 0 A6 I I D I axis Cd ORZ6 A4 Text$ ce TC-17,50- Ta- OI n rL-17.55 fL- 15-87 15.31 e < i lax]$ co! g II 117- 17 S> -4 I FL- .0781 Z 01(ge I LL_ t; 4d j _j rtb CONVENIENCE 0 < qv C11 STORE 0 @ rF- 18.90- it -C� 8.2 TC; 56-23 X it ab' 1cp Er Oil — — — — — — — — — — -- TIP U�c Z DRAINAGE it EASEMENT: 02 p-p- 8 1 A7 q 2 @Isla @ �11! °II texts CB 30' Lot rICLI: 111001 -IT —7 ai III Ag axis co A6 r .25% 100, OA2 0. X TO TO FLr 15.20 cy texts f5a I cu�ie. w . *if vvo. IG-17.! FL- ISPS 8 0. 0 Phop. —7— TC.18.25 0' BEA — — —!L _ — — — — — — — — — — — — — — — — — — -Z — - — — — — Fft.75 FL. 15.09 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- -- - ---- li--- - - - - - - - - - - - - - - - - - - - - - - - ----- - -- . . . . . . . . . . . . . - - - - - - - - - - - - - - - - - - - - r rw - - - - - - - - - - - - - - - - - - - - - - - - - Btff 4. C90 4 4 j25.4 NORTH E STREET EXIST MH SITE PLAN 60 ROW WAX.. I*-30'-0* 11 . If V) 3: 0 0 0 z for 00" iRE MDRNIT LEGEND- U.E. - Utility Easement A.E. - Unobstructed Aerial Easement R.L. - Building Line I I;7_t_0UpON Y V) To 3 cker tjlA,6 0 DWARF INDIAN HANVTHO�t LIVE OAK PARKING ANALYS15 REQ:D CONY. STORE 4+ 4/1000 14 RED ID RESTAURANT 4+ 113/1000 28 HANDICAP 1/2 TOTAL SPACES REQUIRED - 42 HANDICAP- 3 TOTAL SPACES PROVIDED - 58 HANDICAP- 4 toliflim's M-7SPIND STORM SEWER BEDDING &HO BACKFILL FOR 12' TO "RMNE SATISFACTORY S011DN. EXIST (NOT 10 SCALE) DETENTION CALCULATIONS AREA - 326' X 400' . 130,400 Sr - 2.99 A, Cs- 010 Ac-ItIA" DETENTION REQUIRED: 326' X 400' X 0.2 Ac.-FTIAc -28.080 CF DETENTION PROVIDED: (g) 125' X tOY X so- X 1/3 . 2.t63 er 0 tOT X tOY X .50' X 113 - 1.717 CF 0 100' X 103' X SO- X 1/3 - 1,717 CF MORTAR 8 126' IT 100' X .75- X 1/3 - 3,150 or 100' X 00' X .75' X 1/3 - 2.000 Cr 100' IT 115' X IS- X 113 - 2,125 CF 126' X I IS' X JV X 1/3 - 3622 cr TOO- X IS- X .75- IT 113 . 2.375 oe, 100' X 90' X -73' X 1/3 A 2.24 cr 20.119 cr a OVENTION POND A - 12�.XX.X 300' . i0.400 Cr I LIF TOTAL MENTION PROMEO-- 1439.775 Cr USE 0' PVC PIPE RES"oICTOMSM MAIL) FLOOD STATEMENT THIS PROPERTY LIES WITHIN ZONE " X " AND IS NOT IN THE 100 YEAR FLOOD PLAIN - ACCORDING TO FIRM MAP COMMUNITY PANEL NO. 48201CO945J REVISED NOV-06-1996 RESTRicToR DETAIL Rep 6- pvc RESIA10toot (a- LONG) POND CROSSECTION ::6 �: — 3 12' 1.260A t N !17- O e� NrPd!55 rQjff �--/G 9804 SPARROW LA PORTS, TX 77571 713-384-.003.9 .. ffl to CIO a � � a W O H O w Cn Cl) O Py I _�"x ! I - " NO= I 43HM'T IHIIjcAjjoopq Si I 1, AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS TO TO PRACTICE THE PROFESSION OF ENGINEERING AND HEREBY CERTIFY THAT THE THIS IS TO C tIFY 111Ai THE Cltt OF lA PORTS, TExAS HAS APPROVED CURVE fLADII AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON THE ABOVE SITE PLAN ISALL BEARING, DISTANCES, 15,11iffer No, PLAT, AS J 0 3 - soir6 Cam) It I MINOR DEVELOPMENT SITE PLAN FOR CONVENIENCE STORE/RESTAURANT BUILDING AT BLOCK 328 & 329, TOWN OF LA PORTE 201 BARBOURS CUT BLVD. EXIST 10•♦ WATER LINE MPROX. LOCATION PER COY OF LA PORTE E%ISTINO TIRE NTORAM `A BACK OF CURB CONCRETE PAVEMENT NG 225 SITE LOCH ION BARBOURS CUT BLVD. E" N "ST. In a MAIN ST. 3 m 146 . EXISTING nREF,PE 0ARNTF0 • —. —• —• —. —• —° —. —♦ —• —_ _. —• —• —. --r —_ —♦ —. —. —. —♦ —. —. —• —• —r —. —I ♦ —. —. —. —• —. —. —• —r —• —. —. - DEVELOPMENT TYPE: 60 FT X 80 FT BLDG. FOR CONY. STORE/ RESTAURANT i OWNERS: FIVE STAR DEVELOPMENT INC./ AMEEN NARSI BARBOUR' CUT BOULEVARD CONCRETE PAVEMENT BUILDERS: CARLOS CONSTRUCTION SERVICES 60 ROW i I` ZONED: BUSINESS INDUSTRIAL -'--------------------- " _ JOB ADDRESS 201 W BARBOURS CUT II -------------------------------------- _ _ -- - ---------------------------------------- - - - - - - -------------------------------------- - ----- 0 :. -- '---- -- - LEGAL DESCRIPTION If ALL OF NORTH 2ND STREET RIGHT OF WAY 80' ROW 11 11 I 11 11 II II II II \ BETWEEN BLOCKS 328 AND 329, TOWN OF LA PORTE MAP OF LA 11 11 = 11 E OHNSONHUNTER PORTE ET OF T SURVEY A-35 ~ 11 (A PORTE, HARRIS COUNTY, TEXAS if it 326' O I I 11 it z II REFERENCE BENCHMARCK: 4 � � CITY OF LA PORTE _ _ 36'-0•_ _ _ _ _ _ _ _ 36'_0'_ _ _ _ — — '� — 36'_0• PROPOSED _ _ _ _ _ _ SURVEY MARKER NO. 70 EfORY DRNONAY - - - - ENTRY ORNOMAY -� - - o 00 0® o F"TMT c^•'E'"`Y ®o o® o o® o o o o® o. o o o® ® c o® o o® o o o o ® o o ®o o♦ tV °-' r a 11 TBM NO. 11 N MOST BOLT ON FH AT .A NW CORNER OF W BARBOURS CUT BLVD. ♦ r (t1� ♦ ♦ ♦ • + • ♦: ♦ • { ♦ ♦ ♦ ♦ ♦ 1nr1uRE) ♦ ♦ ♦ ♦ ♦ • • ♦ .♦ ♦ ♦ ♦ ♦ ♦ ♦ • ♦ • e ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ + ♦ ♦ ♦ + ♦ ♦ + ♦ ♦ ♦ • ♦ ♦ ♦ ♦ ♦ ♦ • ♦ ♦ +. ♦ ♦ • FJdS I ,♦ �I fli. AND N. SECOND STREET ELEV = 18.92 _ •+• + ♦ D t 0 ------ SITE PLAN • + ♦+4I+ 1I r1 - - - - - - II LANDSCAPING ANALYSIS: ++ N+e1 I i f i t I TOTAL AREA 130,400 SF LESS ROOF AREA-10,400 SF I I I •DI If IL 1 11 j11 I REO'D LANDSCAPING(6%) SIDERED AREA 120,00,200 SF — — — 50_FRONT SETBACK — — _ F T J — — — 111 •0 SF 01 1 1 I LANDSCAPING PROVIDED 10,000 SF ......GGI 11 I1 1 It -- --- ------ i i--------- ---- ---------- A ( ---------- LEGEND I _ 3 II i ♦DII a A2 : _ I U.E. - Utility Easement 1 i$ °' _ 1 BX, B C8 S D I " A.E. - Unobstructed Aerial Easement 1 , AlA 1 ; 18Xt8 CB 18X16 CB : $ r 8' $p 26 p 0.10q TG=17.20 I +®11 I B.L. - Building tine TG=17.25 TG-17.20 • 5� FL;- 15.20 FL- 16.10' b! FL- 16.02I I c0 I I • I • YOUPON $ ED TI S cz E rNG � ,� (P I r D DWARF INDIAN HAIYTHORN IIb\ I B' Iu "W II I I ® LIVE OAK O N I I r 't' !n I I I I ' I PARKING ANALYSIS: _ REQ'D CONY. STORE 4+ 4/1000 14 \» REO'D RESTAURANT 4+ 10/1000 = 28 III it © 0 : ® �I @ 18 1® ® "� I I , ( HANDICAP 1/25 _ TC=18.25 8.2 , ( - TOTAL SPACES REQUIRED = 42 HANDICAP= 3 N V) „ I • I i TOTAL SPACES PROVIDED = 58 HANDICAP= 4 \ ® ® © ®' ® ® ' I I D j NO S SWN 11 ` '0 / I lA` I , ,q I / I 0 A5 90' a°, ¢� Ali (�� I I I D1 ^ I 1 Afix18 CA —° �a 26 I + ( C / wwr.+S°CR}1oort v u°-wi I I A4 '18X18 GB TG-17.50• , I TG=17.55 'r FL= 15.87 �` q I I • I c- 'S ,¢ oi'°M'i$"°n,i u, xwrx °°'"" I I oo a FL- 15.31 (�+: I •_' I O 18X18I CBI D I i '•yam I I s\ I) 11 30 ' TG=17 50 + I I = • t,,,° ,♦ FL- 1 .78I �— O I . 'R"i:.wanwi"w h•°,u Q0pp ®I I ry ._.. r • uh`C'vNIj � wylbstBQO°m .. 7 .:. ��IIDIII,I, I m .•--1i o 'I III'II III • ° I II z "(I °�w'rNo-iif>r i '�' °•,x vnw ,w, t•:I�p'°l'4+Nwrv'a°Buxw°°nrc°•"1°m"mr.mt tac rrwln u . L16s. , aEW 0 iT — � DIj ♦N ( m"t • . A°=xµ wtnn •v CONVENIENCE I m R. a o I D 1 I I j j o I N II STORE RESTAURANT L ` I I + I I STORM SEWEREr O ; z• I 1 p.I O" 2400 SF SF I °I BEDDING AND BACKFILL FOR ®1 12' TO 48" DIA. RCP WHERE 02�a--_-_____I �I) IFf=18.90 - D, i SATISFACTORY SOIL CONDITIONS EXIST S217RTd•OOI / TC=18.25 V\/ ; O, (NOT TO SCALE) •I: 80' IO�PROP W ER I 0 : ® � ©I O F ® 10 C)' N" I -- -i -♦ R I DETENTION CALCULATIONS DRAINAGE :{ II °r4P'•- I�'-a I --1 D I AREA - 326' X 400' - 130.400 SF - 2.99 Ae RESTRICTOR DETAIL F: I I „ ( �'I� w I I j I cs= o.zo Ae-N/Ac[Z—M M I ♦ I♦ P.P.DETENTION REQUIRED: EASEMENT I : o I) I N I D I 326' x 4OD' X Da Ac.-Fr/Ac-26.080 cF A7 40 44 4 8 I I1 DETENTION PROVIDED: " ,• 1D ® ® © ® III I W) ♦ i I A(� 126' X 103' X .50' % 1/3 = 2,183 CF '-iii �♦ a TG=17.50 N, \ 3D ,N n I zI D i I 0• RCP 1` I �+1 I ®100' X 103' % .50' X 1/3 - 1,717 OF FL= 15.O1 - ro I ^ ( N Z iS'r ® IDO' X 103' X .50' X 1/3 - 1.717 OF MORTAR EMBEDMENT . lDs O • U' Q n A9 III 4 I QNI � B y I &x w,L• ©126' X 100' % .75' X //3 - 3,150 OF I'�°i ®'// ~I t8x18 CS A4J I � p 0.25% °' I ` ' g ® 100' X Bo• x as• x 1/3 - 2,000 OF f " , TG=17.55 $" OR26 __ �, �I 1 r ® 100' % 85' X .75' X 1/3 - 2,125 CF 6• PVC RESTRICTOR (8' LONG) ICI / // 100' �, TD FL- 15.20 N =_-------- �-- 18X78 B F;I � � ' � I ®126' X 1/5' X .75' % 1/3 = 3,622 CF EMI " I ; ; I S�CO,p�p18 0C¢w. TG=1 5FL- 15555 IT I X" 1 �' � ® 100' X 95' % .75• % 1/3 - 2.375 CF .TU°I° n I y3 tlT+" 1 W I W I 1 I ® f00• % 90• X .75' X 1/3 - 2.250 OF Off% d�'°� i D.N.E I � ,� ' I i 20,119 OF POND CROSSECTION �_."`! i O® ® © ® ® ® © ® \7 • I j No s sNN DETENTION POND 3�f�-T-� — —_ i 3' � I tC=t8.25 40' BEAAR SET_BAQ< y-J _ � - -----• m _ ®-� I � I A ® XX3X%33oo " 10,8000 CF I 12 6 12' o --- I I i Y'20,119 CF " !! I • ! 39775 CF -----------------`-- - ---- I. 1 i TOTAL DETENTION PROVIDED--' , __ - _ FL _i 5.00-------------- FL=15.2 --------------------_-----_- -__' I ♦ 1 I USE 6' PVC PIPE RESTflICTOR(SEE DETAIL) ft�1 _SC�EBlNG- -------------------- __'`ZCRE ilG �IQi i i ♦�♦ i i'-� ♦` ♦TBB♦25i ♦ /♦its ♦♦,+ r ♦ ♦ ♦ + •• ♦ ♦ �iTB=i885♦ ♦i s i©i i-1 ♦ �I I 1 I FLOOD STATEMENT I I (i RE HYDRINT THIS PROPERTY LIES WITHIN ZONE " X " `t AND IS'NOT IN THE 100 YEAR FLOOD PLAIN !, •�it ACCORDING TO FIRM MAP COMMUNITY PANEL NO. 48201CO945J +��03 I, REVISED NOV-06-1996 <• CAP'I,05 0 if N 1 V y u � C � / 0 N 98(1)4 SI'AaROW LA PORM, TX 77571 I 'I 8(11-. 'l'I (11 z r E, E—+ O Q LV H ly w w W O NORTH " E I) STREET x0 MH - '- I -" t1I I i I Fi(1 E Pnw —.I I I AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS TO W'.I� DATE Gn CAKED PY SGALE AS NOrCO PROJ, NO, APPROVED .SHEET RtVlSlONS E ■ NOVA7_4 DESCRIPTION I NIAPP'D, H TO PRACTICE THE PROFESSION OF ENGINEERING AND HEREBY CERTIFY THAT THE ABOVE SITE PLAN IS TRUE AND CORRECT; AND THAT ALL BEARING, DISTANCES, PILE NAI7E SnEETNO. THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED CURVE RADII AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON THE PLAT, AS THIS SITE PLAN NO DEVELOPMENT OF AMEE NARSI � SURVEYED BY: H CARLOS SMITH, TPLS. IN CONFORMA E WITH ORDINA CES 0 CITY OF LA PORTE, TEXAS-•/4Vp-- �j�" 7 •---------"?T4't/�K STOP_ RECT OF PLANNING S TD,e� rzssTy„�.,,�- A