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HomeMy WebLinkAboutTEXANS SPORTS BAR & GRILL SITE PLANPARKWODD TERRACE CORPORATION KC-C.F. N0. C114M 1&4712 ACRES VV JONES SURVEY A-4M !1' 6' HIGH WOOL) FENCE 1P WEST - 260.0' 4b 6' HIGH WOOD FENCE 'A 2 60 �j 22.50 22.45or 122,40 \\ 22.35 22. // / \\ -!A - - - - ----..�............._ - - ..- - ...... / - - -- - - _......- . '.- - .......- ._.. - I/ I 20_' BL / \ - _......... _.......,..._ - - - __........ 100,\ 0- e / / \ 1 m l .01 /IARFA U �1 W 17 S F. .40 A AREA 12 •18,060 .41 AC � ARBOR SAY �- PARTMEN73 pl A CBiB 0 PIPE 180' LF. 10' PVC 0.38R • .69' CUM. A • .81 AC J I m 12 C818 I .S ACRE TRACT I I ! FL 19.66 \ FL i897 o I n•� --I .O.cF. NO. F758M i / \ NEW LIGHTPOLE NEW LIGHTPOLE // O I // \\ // ep I \ NEW PAVEMENT / / ` 2' / \\ (CONCRETE) / / / I / O / \ tB _-�__---_-------•-----_- ._._---__ \ / / I 1 - -- 2.60 I.L.E. `0 6' HIGH WOOD FENCE EA ....-.-.-- T - 100.0' _.._- _...__.... --__ I -I, _ 5' U. E. y.C.C,F, IJ758367 I O I 22. I - 22.90 -- _ - _ 2. 0 22.4Q I i � I 9 I m I I I � I al N VACANT LOT 100 11 PARKING SYNOPSIS 22. ��� U ?� li PARKWM TERRACE ,/ W CORPORATKIN PURPOSEDBUILDING ADDITION: 0 z u z N.cc.F NO. C114M PURPOSED BUILDING= 8,92$ SF o 22 s�2s S�LF�i G 0 1e.471N S RES SURVEY �� f� WY JONES suRVEY / l O A-4d2 4 MINIMUM PLUS 10 FOR EVERY 1,000 SF o F 2 1a TOTAL FOR PURPOSED BUILDING REQUIRES = 93 SPACES Iv I I O I i I I I I I I I I CD -'I - in, OK AFIR BAY PARTMENiS o .8 ACNE TRACT 1 C.C.F. N0. F7a6G7n I I O I I I I I I f PARKVM TERRACE CORPORATION KQCJ : NO. C114M 1&4712 ACRES WN JONES SURVEY A-4E2 LANDSCAPING NOTE: GIVE OAKS EVERY 30' WITH WAXEDLEAF LIGUSTRUM EVERY S BETWEEN TREES. 6' HIGH WOOD FENCE WEST _ 260.0' 24 P.S. 0 IV-0' EA. • 24W-W ] 10'-0' P.S. O 10'-0" EA. • 100'-0' U O O 3 z L� b 20 ps 0 10' • 200'-0' 20 ps O 10' . 200'-C NEW PAVEMENT (CONCRETE) i I I 92 O 000 000 " 00 000 00 " s' RICH woos FENCE EAST i 00. TOTAL PROPOSED SPACES = 93 SPACES ( a•` NOTE: TOTAL REGULAR SPACES = 77 SPACES iOF 1 P1.5 \V 2. 22.4D 1. SAN. SEWER, WATER AND GAS TOTAL HANDI---CAP SPACES = 4 SPACES z I I SHALL BE CONNECTED TO EXISTING. O ( 01 z I NOTE: REQUIREMENT CAN BE MET IF NORMAL SIZED a, I 2. NO DETENTION IS REQUIRED FOR T.A.S. SPACES WERE USED. N 3.10 I I a I THIS PROJECT PER CITY OF LA PORTE I PUBLIC WORKS DEPARTMENT. 3. THE GENERAL CONTRACTOR IS RESPONSIBLE I 22. ! I FOR ENSURING THAT CITY OF LA PORTE STANDARD I � © i 1 W 22.10 mf DETAILS ARE USED IN THE CONSTRUCTION OF o1 THIS FACILITY. E 3 , r j 22.90E 1 A - 1'4 Ai CONSTRUCTION NOTES.III 1, 1. 2. 4. 5. 5. 7. 8. 10. 92 O 000 000 " 00 000 00 " s' RICH woos FENCE EAST i 00. TOTAL PROPOSED SPACES = 93 SPACES ( a•` NOTE: TOTAL REGULAR SPACES = 77 SPACES iOF 1 P1.5 \V 2. 22.4D 1. SAN. SEWER, WATER AND GAS TOTAL HANDI---CAP SPACES = 4 SPACES z I I SHALL BE CONNECTED TO EXISTING. O ( 01 z I NOTE: REQUIREMENT CAN BE MET IF NORMAL SIZED a, I 2. NO DETENTION IS REQUIRED FOR T.A.S. SPACES WERE USED. N 3.10 I I a I THIS PROJECT PER CITY OF LA PORTE I PUBLIC WORKS DEPARTMENT. 3. THE GENERAL CONTRACTOR IS RESPONSIBLE I 22. ! I FOR ENSURING THAT CITY OF LA PORTE STANDARD I � © i 1 W 22.10 mf DETAILS ARE USED IN THE CONSTRUCTION OF o1 THIS FACILITY. E 3 , r j 22.90E 1 A - 1'4 Ai CONSTRUCTION NOTES.III 1, 1. 2. 4. 5. 5. 7. 8. 10. 1D001 SPENCER HW I� F22.J 0 23.5 23.50 I , 1 PROPOSED DRIVEWAY, HGCF NO. P]67357 SIDEWALK, CURB, GUTTER LINE C818 Fi 14.3i P£ ii9' LF. i0" PVC i888 Ci324 21. AND GRADE SHALL MATCH EXISTING STREET. 21.TOc84 \ 22 I I PROPOSED SIDEWALK SHALL BE CONSTRUCTED WITH I m� \ 25. 22•� // P \ i I PORTLAND CONCRETE, 4 1/2 SACK CEMENT PER CUBIC f o; w EW LIGHTPOLE YARD, 4 1/2 INCHES THICK AND 4 FEET MINIMUM WIDTH. I SEE DRAWNING N0. 3 FOR ADDITIONAL INFORMATION AND l ; �7 E \�_____�X+rTINc P __ / taEwwAv_ IENr r DETAILS. 39A (CONCRETE) ­12 r0 CRETE�----+- _--20_8� ___ PROPOSED DRIVEWAY SHALL BE CONSTRUCTED W i /� ITH PORT - LAND CEMENT CONCRETE, 5 SACK CEMENT PER CUBIC YARD, 7 INCHES THICK, FROM PROPOSED SAW CUT TO RIGHT-OF-WAY LINE (PROPERTY LINE). PROPOSED DRIVEWAY REINFORCING STEEL IS TO BE #4 DEFORMED REINFORCING BARS (ASTM A615, GRADE 60, UNLESS NOTED) SPACED AT 24 INCHES C.C; EACH WAY, WITH 10 INCHES MINIMUM LAP (6" x 12" W5 x W4 AS ALTERNATE) FROM PROPOSED SAW CUT TO THE RIGHT OF WAY LINE. PROPOSED DRIVEWAY REINFORCING STEEL IS TO BE TIED TO EXISTING ROADWAY REINFORCING STEEL WITH A MINI- MUM LAP OF 8 INCHES. PROPOSED CUTTER LINE IS TO BE MAINTAINED AT FACE OF EXISITNG CURB. SAW CUT EXISTING CURB AT EACH END AND KNOCK OUT CURB FROM BEGINNING TO END OF PROPOSED DRIVEWAY. SAW CUT EXISTING PAVEMENT A MINIMUM OF 12 INCHES AWAY FROM FACE OF CURB (GITTER LINE) AND BREACK OUT TO EXPOSED EXISTING REINFORCEMENT STEEL. COMPACT SUBGRADE FOR PROPOSED DRIVEWAY CONNECTI- ION FROM PROPOSED SAW CUT AT EXISTING PAVEMENT TO RIGHT OF WAY LINE, COMPACT TO 95% OF STANDARD PROCTOR DENSITY (+/- 2% MOISTURE). THE COUNTY ENGINEER RESERVES THE RIGHT TO REQUIRE LABORATORY G TESTS TO BE CONDUCTED. IF MORE THAN ONE PROPOSED DRIVEWAY IS BUILT ON THE SAME PROPERTY, SAID DRIVEWAYS SHALL BE SEP- ERATD BY A MINIMUM DISTANCE OF 20 FEET (ROADWAYS WITH CURBS AND SIDEWALKS). REINFORCING STEEL TO BE ELEVATED A MINIMUM OF 3" ABOVE SUBGRADE. (3 INCH MANUFACTURED CHAIRS ARE REQUIRED WITH MAXIMUM SPACING OF 72 INCHES C/C EACH WAY). mu Nf1.l. PART( GT-1000 GREASE TRAP CAP. ION GAL GREASE CAP. 2300 GAI OEM= DOWSEY LA PETITE ACADEMY 10001 SPENCER N14Y N.C.C.F. N0. P3F12337 E \ / 21.40' 1.5 yp fi 52 \ HP _ � x 2' ENTER ESMT. H.C-C-F- I NEW SIDEWALK£XIST[NG 1H IDE"LZRIAEINER - � ' - - -STING SIGN - - - - - --DRIVEWAY - - - - "I t s - LANDSCAPE SYNOPSIS 1pf TBM TOP RIM M.H. � -Ilp ELEV. 21.40 (1978 ADS) INfflALL NEW T.A.S. C IiANT SIDEWALKS ANDgKMPS. DEVELOPED SITE AREA = 67,360 SF ROOFED OVER IMPROVEMENTS = 8,928 SF SPENCER HIGHWAY 100' R.O.W. AREA TO BE CONSIDERED = 58,432 SF 6% OF AREA C0 DRAINAGE PLAN AREA PROVED DONSIDERED = 4,576 SF SCALE: 1" = 30'-0" PER CENT OF LANDSCAPING = 7.8% TREE TYPE: LIVE OAK 1 1/2" CALIPER SHRUB TYPE: WAXED LEAF LUGUSTRUM NORTH CITY APPROVING AUTHORITY CERTIFICATE ELOOD STATEMENT THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE THIS TRACT IS IN ZONE 'X' AND NOT WITHIN THE PLAN AND DEVELOPMENT OF THE TEXANS SPORTS BAR & GRILL IN CONFORMANCE WITH 100 YEAR FLOOD PLAIN ACCORDING TO THE FEMA THE ORDINANC OFT E CI OF LA POR E. MAP # 48201CO940J, DATED 11-6-96. 7 CQ;�S'" OF'CA PORTE, Tt RfRECTOR, PLANNING D SITE PLAN ACCURACY CERTIFICATE 1, L. MICHAEL HUELSEBUSCH, AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS TO PRACTICE THE PROFFESSION OF ENGINEERING AND HEREBY CERTIFY THAT THE ABOVE SITE PLAN IS TRUE AND CORRECT, AND THAT ALL BEARINGS, DISTANCES, ANGLES, CURVE RAID AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON THE PLAT. �x Q" '��� •r • :�s L. MICHAEL HUELSEBUSCH, TEXAS REGISTERED ENGINEER NO.53433 ' STORM SEWER CALCULATIONS i A •V10ELSE81jSC... 53433 gyp. I S11A. - 7 PS O 10'-0' - 70•-0' l►1�1'�7 2 ps 0 14' 6' HIGH WOOD FENCE O I 0 A o e ® U I - 0' O ® 29L BL 3 z SEE C-2 FO� DUMPSTER DETAILS O 1 s 26'-D" I ® O ifl I I I I �I a wi o1 I I � I i I I � I I I I A I I S O O I � I I � 0 rr) I O I O E .-e+-#05 BFI O 5' u E, It.e.c�F. # n5e7 ( O I Z I 3 O I N I 9 T VACANT i 0T' b I 8 16 -0 O 20-0' j D V-O' PAWWU00 TERRACE CORPORATION in ® V H.C.C.F. N0. C114M " I ® 1E.4712 ACRES Wr ,ONES SURVEY I 0 A-4az I I O � I I z I W� I A I a I Q I °o z_ O I I I J I a m l t& of I le I f I A N 9 I . a I I � 0 �1 0-� INEW LIGHTPOLE a !AVEMENT-- CRETff)7 -11° , NEW SIDEWA EXISTING IDE EXISTING ' I�EWALK DRIVEWAY DRIVEWAY LE21.40 978 ADJ.) TBM TOP/RI M.H. INSTALL NEW T.A.S. COMPLIANT SIDEWALKS AND I EV. 1 25'-W 40'-0" 32'--0' se'-0' SPENCER HIGHWAY 100' R.O.W. _d1VqMn_ SITE PLAN SCALE: 1" = 30'-•0" NORTH STORM DRAINAGE NOTES: 1. PLUMBING OR DRAW LAYER CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY ALL FEES AND PRO TATA THAT APPLIES TO HIS WORK BEFORE CONSTRUCTION BEGINS (INCLUDES OPENING IN STREET, BORE AND JACK, TiR TO CURB INLET, MANHOLES, ROOF DRAINS, OR OUTSIDE DOWNSPOUTS CONNECTIONS TO DRAINAGE SYSTEM, CATCH BASIN OR OUTSIDE AREA DRAIN, AND GROUND IN STORM DRAIN PIPE, ETC.) 2. ALL NEW FINISHED ELEVATIONS SHOWN ARE TOP OF NEW PAVEMENT OR GUTTER GRADES UNLESS SHOWN OR NOTED OTHERWISE. 3. THIS STORM DRAINAGE SYSTEM IS DESIGNED ON A THREE YEAR RAINFALL FREQUENCY. 4. ALL UNDERGROUND UTILITIES SHOWN ARE NOT GUARANTEED TO BE COMPLETE OR DEFINITE, BUT WERE OBTAINED FROM THE BEST INFORMATION AVAILABLE. 5. ALL UNDERGROUND UTILITIES SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION, ANY CONFLICTS FOUND DURING VERIFICATION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. 6. CONTRACTOR SHALL CALL UTILITY COORDINATING COMMITTEE FOR THE HOUSTON METROPOLITAN AREA AT 223--4567, 48 HOURS PRIOR TO EXCAVATION OR CONSTRUCTION. NAME OF DEVELOPMENT: TEXANS SPORTS BAR & GRILL TYPE OF DEVELOPMENT: COMMERCIAL BUILDING & PARKING LOT OWNER: MILAD ELIAS BUILDER: A & M CONSTRUCTION ZONED: GENERAL COMMERCIAL JOB ADDRESS: 10003 SPENCER HWY MH From MH To AREA (Acres) Runoff Coefficient C Sum of C+A Intensity I (in/hr) Sum of Flows (cfs) Time of Cone. (Mtn) Reach Length (feet) Dtom. or Rise (in) Span (in) Slope A: Manning's 'n- Design Capacity (cfe) Design Velocity (ft/sec) Fall (fast) Manhole Drop (feet) Flowline Elevation Upstream (feet) Ftowilne Elevation Downstream (feet) Actual Velocity (ft/sec) Hydraulic Gradient % Change In Head (feet) Elevation of Hyd. Grad. Upstream (feet) Elevation of Hyd. Grad. Downstream (feet) Natural Ground Upstream (feat) Natural Ground Downstream (feet) 1 2 3 4 2 4 4 STM .40 .41 .39 34 .90 .90 .90 .90 .36 .37 .35 .30 3.88 3.88 3.88 3.90 1.39 1.43 1.35 1.17 23.50 23.50 23.47 23.27 180 220 119 55 10 12 10 18 - -- -- -- .38 .30 .38 .25 0,013 0.013 0.013 0.013 1,65 2.37 1.65 5.28 3.0 3.0 3.0 3.0 .69 .66 .45 .14 0 0 0 5.0 -- 18.97 19.31 18.31 18.99 18.31 18.86 18.17 3.0 3.0 3.0 3.0 .38 .30 .38 .25 .69 .66 .45 .14 20.46 19.97 20.11 19.81 19.77 19.31 19.66 19.67 2220 21.85 21.85 20.84 21.85 20.84 20.84 21.45 . ............. ' ENTEX ESMT. H.C.C.F. SIGN LEGAL DESCRIPTION TRACT 8C: 0.5510 ACRES OF LAND & TRACT 8A-1: 0.9954 ACRES OF LAND BOTH OUT OF THE W.M. JONES SURVEY A-482, CITY OF LA PORTE, HARRIS COUNTY TEXAS FLOOD ZONE INFORMATION THIS PROPERTY LIES WITHIN ZONE X AS PER THE FLOOD INSURANCE RATE MAP, HARRIS COUNTY, COMMUNITY NO. 48201 CO940J, DATED 11-6-96 BENCHMARK CITY SURVEY MARKER NO. 1, MARKER 1952, BRASS CAP W/"X" LA PORTE AIRPORT AT SPENCER HWY, ELEV. 22.27 (1978 ADJ.) NGS 29 w w o � o � o � w � o � m z SPENCER HWY v KEY MAP 539W LOCATION MAP SCALE: Nrs SITE PLAN LEGEND 110N PIPE SCHEDULE PROPERTY LINE _ SANITARY SEWER LINE SS SAN. SEWER TO BE P.V.C. SCHEDULE 40 WATER LINE W STORM SEWER TO BE P.V.C. SCHEDULE 40 WATER OUSIDE BUILDING TO BE P.V.C. SCHEDULE WATER 40 STORM SEWER LINE ST INSIDE BUILDING TO BE TYPE L COPPER ELEC. (POWER) LINE E SITE NOTES GAS LINE G 1. CONTRACTOR SHALL VERIFY ALL JOB DIM. & TELEPHONE T CONDITION THE WORK AS THE CONTRACTOR ALONE SABLE LINE C IS RESPONSIBLE FOR SUCH. 2. CONTRACTOR SHALL FIELD VERIFY LOCATION CATCH BASIN ❑ C.B. OF UTILITIES, STORM & SEWER LINES & NOTIFY ARCHITECT OF ANY POTENTIAL MANHOLE QM.H. CONFLICT. 3. WORK SHALL COMPLY W/ GOVERNING FENCE RULES &REGULATIONS. NEW ELEVATION +100.00 4. REFER TO CIVIL DRAWING FOR RELATED �p WORK & DETAILS. EXISTING ELEVATION 5. PROVIDE SIGNAGE FOR HANDICAPPED X�pp. PARKING TO COMPLY WITH ADA REQUIREMENTS ELEVATION EL. 6. SLOPE SIDEWALK TO DRIVES EXISTING CONTOUR LINE -----95------ TO COMPLY WITH ADA. 7. RE: TO ELECTRICAL DRAWINGS NEW CONTOUR LINE 95 FOR SITE LIGHTING & SIGNAGE POWER SUPPLY, 8. REF. TO LANDSCAPE FROM THIS PAGE FOR NEW TREE NEW TREE & SHRUBS TO BE PLANTED. 9. PROVIDE 4" WIDE YELLOW PARK'G STRIPS & NEW SHRUB SYMBOLS AS SHOWN. 10. REF. TO CIVIL & MEP DRAWINGS GREASE TRAP & SAMPLE WELL o 0 FOR ADDITIONAL WORK. PLANS ALL. ORTREPR IS!. DRAWING ARE OWNED BY E PERK OF THE DESIGNER. EVOLVED. AND DEVELOPED CONNECTION WTH TH£ SPEC1 P + OF SUCH IDEAS. DESIGNS. PLANS SHAD. BE USED BY I PERSON, FIRM, OR CORPORA I L POS£ WHATSOEVER YdTHOUT P MfSSiON OF lHE DESIGNER. WFU ON THESE DRAWINGS SHALL !}AV£ P , fly OVER SCALED DIMENsimN UDRIFIA VERIFY AND BE RESPONSIBLE kOR AND CONDITIONS ON THE JDBi 1HI t BE NOTIFIED OF ANY VARIATIdyS FR E SIGNS OR CONDITIONS SHO Ok ( RA VERSION: DATE: PRELIM. REVIEW 12/22/03 PERMIT 1 /21 A PERMIT 3/4/0 , SHEET NO: �r 1 PARIn OOD 78ftrE . CORPORAMON HCCF No. CIM76 - 16.4712 ACRES WN JONES SURVEY A-482 tQ WEST = 260.0' yp h • 2 60 \I 22.5 22.45 22.4 - --'�1--------•------- q-%L--.-.--._--•---1\ -----.---100 ARBOR SAY 1`0 mj / / CVM. !1 . 7.380S.F /.40 .( 40 AG AREA {2 +18.060 S cum. 4 41 AC I PARTMENTS 21 C818 #I PIPE 180' +.61. AC LF 10• HOPE 0.38f.' + m ' A ACRE TRACT j '-� - R. 1&48' \\ .fir - R 2 C818 G 21.88 .-I. .re.F. NM F736979 • 2 ; / I i \�' � I d T------------------------- -1 `-- '-_-- NOTES ------ ' - ------ _ 1 ryti 2.8 ---------� - �� , 1. SAN. SEWER, WATER AND GAS - - - - - - - EA T - 10- - - - - -�- - - - - - _�_ _ 5 U. E. H.W./n5a3s7 T SHALL BE CONNECTED TO EXISTING. NEW tH 2 22. 90 -- 2 of f22.4 2. NO DETENTION IS REQUIRED FOR SAMPLE 6111.- �, THIS PROJECT PER CITY OF LA PORTE pANKsr-foao cr�A6E t2AP 1 I z PUBLIC WORKS DEPARTMENT. can•to6GctL CREASE Co. 210D GAL ; 3. THE GENERAL CONTRACTOR IS RESPONSIBLE IW FOR ENSURING THAT CITY OF LA PORTE STANDARD ti DETAILS ARE USED IN THE CONSTRUCTION OF w 22.7 THIS FACILITY. 1 ONE STORY 1c 1t $ 22: 4 METAL' BUILDING 8,928 S.F. iI 3 II TI _ hh hh 1 .-zo:BL ARBOR DAY r PARTMENTS .6 ACRE TRACT j .CCF. No. FI66978 H U) PAR<WOOD TERRACE COR+ORATTON 1LC411. H0. CH4378 16.4712 AM WTI JONES SURVEY A-482 LANDSCAPING NOTE: LIVE OAKS. EVERY 3V WRH WAXEDLEAF UGUSTRUM EVERY 3' BETWEEN TREES. b 6' HIGH WOOD FENCE r ( WFCT - 99A n' f VACANT LOT ONE / PARKWOOD TERRACE �. CORPORATION W : BA:Ci NO, C114576 W 16.4712 ACRES ,,, e11 JONES SU PARKING SYNOPSIS is d 22.4 PURPOSED BUILDING ADDITION - PURPOSED BUILDING= 8,928 SF C4 1 4 MINIMUM PLUS 10 FOR EVERY 1,000 SF I 1 TOTAL FOR PURPOSED BUILDING REQUIRES = 93 SPACES = ) . TOTAL PROPOSED SPACES = 93 SPACES i 22. / TOTAL REGULAR SPACES = 89 SPACES 0 22. ml TOTAL HANDI-CAP SPACES = 4 SPACES IIF /Nig000 S ..31 22.9, CONSTRUCTION NOTES MOROEPETITE °� P u PERTE ACADEMY 2 .91 1DD01 SPENCER HWY I 23,5 23.5 I d H.CCF, N4 P382737 i \ / L 4 1. PROPOSED DRIVEWAY, SIDEWALK, CURB, GUTTER LINE i p4 caw AND GRADE SHALL MATCH EXISTING STREET. 1 22'4 to TOO 20•84 1 C 2. _ PROPOSED SIDEWALK SHALL BE CONSTRUCTED WITH z5.0 22 �yTr+$ �/ \ I F o i PORTLAND CONCRETE, 4 1/2 SACK CEMENT PER CUBIC Si' f•� NCP� / \\ YARD, 4 1/2 INCHES THICK AND 4 FEET MINIMUM WIDTH. I i t3P'/ I \ ( R SEE DRAWNING NO. 3 FOR ADDITIONAL INFORMATION AND i__ -- :9 -i3 C030------- --------I-^'---------�'t' DETAILS. t � - - - pl SUILONG - 78.$MNKLFR SYS 3. PROPOSED DRIVEWAY SHALL BE CONSTRUCTED WITH PORT- 25 SMt4T-S SZE, 2' eGDEL D09N70T-S SIZEf1{ LAND CEMENT CONCRETE, 5 SACK CEMENT PER CUBIC i �o h MEiDt / 21.4G t t 5 _4 PROJECT INFORMATION PROJECT LOCATION: 10003 SPENCER HIGHWAY SITE AREA: 67,360 SF BUILDING HEIGHT: 27'-3" PARKING PROVIDED: 89 STANDARD SPACES, 4 ACCESSIBLE DESIGN CODE: 1994 STANDARD BUILDING CODE OCCUPANCY TYPE: M-1 CONSTRUCTION TYPE: 5 - UNPROTECTED BUILDING AREA: BASE ALLOWAABLE: 9,000 SF ROPOSED: 8,928 SF OCCUPANCY LOAD: LAPE�TTE°ACADQ 'EtY PLUS 10 /1000SF 100°. SPENCER P3 23 H.CCF. N0. P362337 ONSTRUCTION: LOOR: CONCRETE SLAB WALLS: R-PANEL AND EIFS OOF: R-PANEL OVER PURLINS YARD, 7 INCHES THICK, FROM PROPOSED SAW CUT TO HP rt`v 1• EA87 - 120.0 1.52 Hp - �,t0•-- 2' ENTER €SLIT. H.CGF. . EAST - 40.0 0 - - 4. RIGHT-OF-WAY LINE (PROPERTY LINE). PROPOSED DRIVEWAY _ _ _ _ , 4 EXIST. STM._SEAER - LANDSCAPE SYNOPSIS REINFORCING STEEL IS TO BE iP4 _i=_ ` BB INLET 1\1 "y k DEFORMED REINFORCING BARS (ASTM A615, GRADE 60. rypb0 "y bath Op TBM TOP RIM M.H. ' " ti DEVELOPED SITE AREA = 67,360 SF UNLESS NOTED) SPACED AT 24 INCHES C.C; EACH WAY, ELEV. 21.40 (1978 ADJ.) ROOFED OVER IMPROVEMENTS cc 8,928 SF WITH 10 INCHES MINIMUM LAP (6" x 12" W5 x W4 AS SPENCER HIGHWAY ALTERNATE) FROM PROPOSED SAW CUT TO THE RIGHT 100' R.O.W. AREA TO BE CONSIDERED = 58,432 SF OF WAY DRAINAGE FPROVDED AREA CONSIDERED = 3,506 SF 5. PROPOSEDNDRIVEWAY REINFORCING STEEL IS TO BE TIED PLAN AREA 4,576 SF TO EXISTING ROADWAY REINFORCING STEEL WITH A MINI- SCALE: 1 n = PER CENT OF LANDSCAPING = 7.8% MUM LAP OF 8 INCHES. .30'-0" TREE TYPE: LIVE OAK 1 1/2" CALIPER 6. PROPOSED CUTTER LiNE IS TO BE MAINTAINED AT FACE SHRUB TYPE: WAXED LEAF LUGUSTRUM OF EXISITNG CURB. NORTH 7. SAW CUT EXISTING CURB AT EACH END AND KNOCK OUT CITY APPROVING AUTHORITY CERTIFICATE CURB FROM BEGINNING TO END OF PROPOSED DRIVEWAY. THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE FLOOD STAT M NT THIS TRACT IS iN ZONE 'X' 8. SAW CUT EXISTING PAVEMENT A MINIMUM OF 12 INCHES PLAN AND DEVELOPMENT OF THE TEXANS SPORTS BAR & GRILL IN CONFORMANCE WITH AND NOT WITHIN THE 100 YEAR FLOOD PLAIN ACCORDING AWAY FROM FACE OF CURB (LITTER LINE) AND BREACK THE ORDINANCES OF THE CITY OF LA PORTE. TO THE FEMA MAP # 48201CO940J, DATED 11-6-96. OUT TO EXPOSED EXISTING REINFORCEMENT STEEL 9. COMPACT SUBGRADE FOR PROPOSED DRIVEWAY CONNECTI- ION FROM PROPOSED SAW CUT AT EXISTING PAVEMENT TO RIGHT OF WAY LINE, COMPACT TO 95% OF STANDARD CITY OF LA PORTE, TEXAS PROCTOR DENSITY (+/- 2% MOISTURE). THE COUNTY DIRECTOR, PLANNING DEPARTMENT ENGINEER RESERVES THE RIGHT TO REQUIRE LABORATORY TESTS TO BE CONDUCTED. 10. IF MORE THAN ONE PROPOSED DRIVEWAY IS BUILT ON SITE PLAN ACCURACY CERTIFICATE THE SAME PROPERTY, SAID DRIVEWAYS SHALL BE SEP- 1, L. MICHAEL HUELSEBUSCH, AM REGISTERED UNDER THE LAWSOF THE STATE OF TEXAS TO PRACTICE THE PROFFESSION ERATED BY A MINIMUM DISTANCE OF 20 FEET (ROADWAYS OF ENGINEERING AND HEREBY CERTIFY THAT THE ABOVE SITE PLAN IS TRUE AND CORRECT, AND THAT WITH CURBS AND SIDEWALKS). -REINFORCING STEEL TO BE ALL BEARINGS, DISTANCES, ANGLES, CURVE RAD AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON THE ELEVATED A MINIMUM OF 3" ABOVE SUBGRADE (3 INCH PLAT. OF �p MANIIF;:ICTURED CHAIRS ARE REQUIRED WITH MAXIMUM SPACING OF 72 INCHES C/C EACH WAY). •T •�F ,.•.....ekq ; 2 t � tC; I opj.. .. Jr X r, L. MICHAEL HUELSEBUSCH, TEXA$' RrGjSTMED ENGINEER NO.534 *= *• .•EBUSCH • ��a'Y `M 53433 �Q. ru �TGRM �CWGI C�aL�C�ML�QLTT>7U� M� �td>%F�S(E��? BASED ON THREE YEAR FREQUENCY NAL W-07 SPENCER HIGHWAY •Y'":SITE PLAN ::•'SCALE: l;Cp NORTH STORM DRAINAGE NOTES: 1. PLUMBING OR DRAIN LAYER CONTRACTOR SHALL OBTAIN ALL -PERMITS AND PAY ALL FEES AND PRO TATA THAT APPLIES TO HIS WORK BEFORE CONSTRUCTION BEGINS (INCLUDES OPENING IN STREET. BORE AND JACK, TIR TO CURB INLET, MANHOLES, ROOF DRAINS, OR OUTSIDE DOWNSPOUTS CONNECTIONS TO DRAINAGE SYSTEM, CATCH BASIN OR OUTSIDE AREA DRAIN. AND GROUND IN STORM DRAIN PIPE, ETC.) 2. ALL NEW FINISHED ELEVATIONS SHOWN ARE TOP OF NEW PAVEMENT OR GUTTER GRADES UNLESS SHOWN OR NOTED OTHERWISE. 3. THIS STORM DRAINAGE SYSTEM IS DESIGNED ON A THREE YEAR RAINFALL FREQUENCY. 4. ALL UNDERGROUND UTILITIES SHOWN ARE NOT GUARANTEED TO BE COMPLETE OR DEFINITE, BUT WERE OBTAINED FROM THE BEST INFORMATION AVAILABLE. 5. ALL UNDERGROUND UTILITIES SHALL BE VERIFIED IN THE HELD PRIOR TO CONSTRUCTION. ANY CONFLICTS FOUND DURING VERIFICATION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. 6. CONTRACTOR SHALL CALL UTILITY COORDINATING COMMITTEE FOR THE HOUSTON METROPOLITAN AREA AT 223-4567, 48 HOURS PRIOR TO EXCAVATION OR NAME OF !DEVELOPMENT: TEXANS SPORTS BAR & GRILL TYPE OF DEVELOPMENT: COMMERCIAL BUILDING & PARKING LOT OWNER: MILAD ELIAS BUILDER: A & M CONSTRUCTION ZONED: GENERAL COMMERCIAL JOB ADDRESS: 10003 SPENCER HWY MH From 1 2 3 4 MH To 2 4 4 STM AREA (Aces) .40 .41 .34 34 Runoff Coefficient C .90 .90 .90 .90 Sum of CIA .36 .37 .35 30 Intensity t (In/hr) 3.88 3.88 3.90 3.90 Sum of Flows (cfs) 1.39 1.43 1.17 1.17 Time of Canc. (Min) 23.50 23.50 23.47 23.27 Reach Length (feet) 180 220 82 29 Diom. or' Rise (in 10 12 15 18 Span (In) -- -- -- -- Slope 9. .38 .30 .22 .25 MonnIng4s 'n"- - 0.013 0.013 0.013 0.013 Design Capacity (cfs) 1.65 2.37 1.65 5.28 Design Velocity (ft/see) 3.0 ` 3.0 3.0 3.0 Fall (feet) .69 .66 .18 .07 Manhole Drop (feet) 0 ' 0 0 5.0 Flowhne '1 ElewHan, I - Upstream (feet) -- 18.77 18.11 17.93 " lFlowilne Elevation Downstream (feet) 18.77 18.11 17.93 17.86 Actual Velocity (ft/sac) 3.0 .3.0 3.0 3.0 Hydraulic Gradient 9 _ .38 .30 .38 .25 Change In Head (foot) .69 .66 .45 .14 Etewttan of Hyd. Grad, Upstream (feet) 19.77 19.11 18.76 Elevation of Hyd. Grad. Downstream (lest) 19.77 19.11 Natural Ground Upstream (feet) 22.00 21.SS Ground Downstream (feet) 21.85 20.84 18.76 19.36 20.84 21.57 21.57 --- VACANT LOT 4-W' PAR"OD TERRACE 13-- CORPOMIM H.CCF NO. C114578 16.4712 ACRES W1 JONES SURVEY i A-482 H.CC.F. LEGAL DESCRIPTION TRACT 8C: 0.5510 ACRES OF LAND & TRACT 8A-1: 0.9954 ACRES OF LAND BOTH OUT OF THE W.M. JONES SURVEY A-482, CITY OF LA PORTE, HARRIS COUNTY TEXAS FLOOD ZONE INFORMATION THIS PROPERTY LIES WITHIN ZONE X AS PER THE FLOOD INSURANCE RATE -MAP, HARRIS COUNTY, COMMUNITY NO. 48201CO940J, DATED 11-6-96 BENCHMARK CITY SURVEY MARKER NO. 1, MARKER 1952, BRASS CAP W/"X" LA PORTE AIRPORT AT SPENCER HWY, ELEV. 22.27 (1978 ADJ.) NGS 29 W LJ O U rr _Q W cl� m SPENCER HWY dak�� i1 dap KEY MAP 539W LOCATION MAP SCALE: NTS _ ...,JN SiTE PLAN LEGEND PIPE SCHEDULE PROPERTY LINE SANITARY SEWER LINE SS SAN. SEWER TO BE P.V.C. SCHEDULE 40 STORM SEWER TO BE HDPE WATER LINE W WATER OUSIDE BUILDING TO BE P.V.C. SCHEDULE WATER INSIDE BUILDING TO BE TYPE L COPPER 40 STORM SEWER LINE ST ELEC. (POWER) LINE E SITE NOTES GAS LINE G 1. CONTRACTOR SHALL VERIFY ALL JOB DIM. '& TELEPHONE T CONDITION THE WORK AS THE CONTRACTOR ALONE CABLE LINE C IS RESPONSIBLE FOR SUCH. 2. CONTRACTOR SHALL FIELD VERIFY LOCATION CATCH BASIN ❑C.B. OF UTiUiIES, STORM & SEWER LINES & NOTIFY ARCHITECT OF ANY POTENTIAL MANHOLE OM.H. CONFLICT. 3. WORK SHALL COMPLY W/ GOVERNING FENCE RULES & REGULATIONS. NEW ELEVATION +100.00 4. REFER TO CIVIL DRAWING FOR RELATED WORK & DETAILS. EXISTING ELEVATION 5. PROVIDE SIGNAGE FOR.HANDICAPPED yT 10000 PARKING TO COMPLY WITH ADA REQUIREMENTS ELEVATION EL. 6. SLOPE SIDEWALK TO DRIVES TO COMPLY WITH ADA. EXISTING CONTOUR LINE ----- 95------ 7. RE. TO ELECTRICAL DRAWINGS NEW CONTOUR LINE 95 FOR SITE LIGHTING & SIGNAGE POWER SUPPLY. 8. REF. TO LANDSCAPE FROM THIS PAGE FOR NEW TREE NEW TREE & SHRUBS TO BE PLANTED. ���Q••��V%% 9. PROVIDE a WIDE YELLOW PARK'G STRIPS & NEW SHRUB E8 SYMBOLS AS SHOWN. 10. REF. TO CIVIL & MEP DRAWINGS GREASE TRAP & SAMPLE WELL O O FOR ADDITIONAL WORK. RECEIVED JUL 12 2004 PRELIM. REVIEW 12/22/03 PERMIT11/21/0411 DATE: _ DRAWN BY: SKM CHECKED BY: JWC PROJECT: FILE N0: SHEET N0: C-1 I T I. 4 X868775 STATE OF TEXAS N WY 225 08/25/04 300461651 $60.00 COUNTY OF HARRIS THIS is To CERTIFIY THAT THE CITY or LA pom, TEXAS HAS Ir 1, MILAD WAS, HEREINAFTER REFEIMED TO AS OWNER 4 4 ACRES, GRILL DESCRIBED IN THE ABOVE AND FOREGOING MAP OF THIS PLAT AND SUBDIVISION 01, TWg In I LL W TIMTSTBAR IN CONFORMANCE WETH THE LAPS OF KXA3 AND THE :GRILL, 00 HEREBY MAKE AND ESTABLISH SUCH SUBDIVISION OF SAID ORDINANCES OF THE I ITY OF Lk I THE E D PROPERTY ACCORDING TO ALL LINES, DEDICATIONS, RESTRICTIONS ORTZ AND A I LEGENDs F I I_ E OF THIS PLAT THIS DAY OF S AND NOTATIONS ON SAID MAPS OR PLAT AND HEREBY DEDICATE TO THE B.L. - BuIldIng Line W 04 AUG 25 Ali 11: 28 PUBLIC FOREVER, ALL STREETS, ALLEYS, PARKS, WATER COURSES, STREET 0 - FND 3/8' CJ.R. .2. MAINS, EASEMENTS AND PUBLIC PLACES SHOWN THEREON AM FOR THE PURPOSES by! =itn' �' AND CONSIDERATIONS THEREIN ID(PRESSED; AND DO HERESY BIND OURSELVES, 0 -SET 1/2' I.R. W/ CAP WI * FND 8/8IRON ROD DIRECTOR, R.A-NO DEPARTMENT 4 OUR HEIRS, SUCCESSORS AND ASSIGNS TO WARRANT AND FOREVER DEFEND - 1 C5 PASADENA L STREET ev COUNTY CLERK THE TITLE TO THE LAND SO DEDICATED. H.C.D.R. - HARRIS COUNTY DIED RECORDS HARRIS COUN TEXAS ATTEST, H.C.C.F. NO. - HARRIS COUNTY CLERKS FILE NO. BLVD FURTHER, OWNER HAS DEDICATED AND BY THEN PRESENTS DO DEDICATE TO myj�TL THE USE OF THE PUBLIC FOR PUBLIC UTILITY PURPOSES FOREVER AN 11 UNOBSTRUCTED AERIAL EASEMENT FIVE (6) FEET IN WIDTH FROM A PLANE SITE TWENTY (20) FEET AOM THE GROUND LVAL UPWARD, LOCATED ADJACENT TO REFERENCE BENCHMARK - LA PORTE CITY SURVEY ALL COMMON USE PUBLIC UTILITY EASEMENTS SHOWN HERSON. BY, MONUMENT NO. 1, MARKER 1952 BRASS CAP W/ IIXII LA PORTE CITY ENGINEER LA PORTE AIRPORT AT SPENCER HWY PARKPIWO TERRACE cz., H. � C 2FW!I CCNI 14 576 FURTHER, OWNER HERESY owmes THAT THIS RePLAT DOES Nor ATTzWr ELEVATION = 22.27 (1978 ADJ) NGS 291 16.4712 A= TO ALTER, AMEND, OR REMOVE ANY COVENANTS OR RESTRICTIONS. j "M JONES S1jrv%y NOTESt SPENCER HWY A-482 I. CHARLES E. DAM, REGISTERED UNDER THE LAWS OF THE STATE OF MA4 ALL COORDINATES ARE TEXAS STATE WITNESS, OUR HAND IN THE CITY OF LA PORTE, TEXAS, THIS TO PRACTICE THE PROFESSION OF 3URVEYIW. AND HEREBY CERTIFY THAT THIS PLANE COORDINATES, SOUTH CENTRAL v I a I n I t v M a 0 -3�-k DAY OF J001=1 2004. PLAT ACCURATILY REPRESENTS THE RUSALTS OF A SURVEY PERFORM UNDER My SUPERVISION AND THAT ALL BOUNDARY CORNERS, SINGLE POINTS AND ZONE USC 4 GS NORTH AMERICAN -MAP 539 N.T.S. POINTS OF CURVE HAVE MIEN, OR WILL BE, MARKED WITH FIVE -EIGHTS INCH DATUM OF 1927 IRON RODS NOT LESS THAT THIRTY (30) INCHES IN LENGTH AND THAT THIS PLAT COMPLI93 WITH THE 111=111119MERTS As SPECIFIED IN THE CITY OF LA PORTE I DIVALOPMeNT ORDINANCE. SUBJECT TO THE ZONING ORDINANCES NOW I .................... ENFORCED OF THE CITY OF LA PORTE, TEXAS I ... _22.0.1 .............................................. .................... .......................... ............................ ..................... j� 30 15 0 30 60 ...................... BY.. Z &LL�A0-_F_L I AS SUBJECT TO THE TERMS, CONDITIONS AND STIPULATIONS FWD 3/8' WEST jo-'0260. Of '03P FFN0D 3 /80" C.I.R.OWNER 7%� OF THE LA PORTE AREA WATER AUTHORITY CREATED BY 1" 30 CHARU5 5. BATES. RZGISTUZO _22.5 ........ ......... .......... PROFESSIONAL LAND SURVEYOR ........................................................ r n ORDINANCE NO. 1295, FILED UNDER H.C.C.F NO. L826713 GHAR,1, - E-,, GATES�4 TEXAS REGISTRATION No. 4110 STATE OF TEXAS UNLOCATED PIPELINE EASEMENT AND/OR RIGHT-OF-WAY IN 20, B.L. COUNTY OF HARRIS FAVOR OF HUMBLE PIPE LINE CO. AS PER VOL. 105, PG 83 H.C.D.R. BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY THI CERTIFY THAT Desi TRIBBLE, AUTHORIZED AGENT APPEARED MILAD ELIAS KNOWN TO ME TO BE THE PERSON WHOM OF THE OWNER OF THE LAND BEING PLATTED OR SUBDIVIDED TERMS, CONDITIONS AND STIPULATIONS CONTAINED IN THAT NAM 15 SUBSCRIBED TO THE FORMING INSTRUMENT AND ACKNOWLEDGED TO ME KNOWN As TEXAS SPORTS BAR 4 GRILL APPROVED SY THE CERTAIN UTILITY EXTENSION AGREEMENT FILED FOR RECORD III THAT THEY MCUTIED THE SlIM! FOR THE PURPOSES STATED CONSIDERATIONS THEREIN CITY Of LA PORTE. AUTHORIZED BEVERLY KAUFMAN, COUNTY CLERK OF UNDER H.C.C.F. NO. J758367 10 r EXPR95M AND IN THE CAPACITY THEREIN STATED. HARRIS COUNTY OR HER AUTHOR= Dow To RETURN THE ORIGINAL RECORDED MAP OR PLAT OF SAID SUBDIVISION ONLY TO THE DIRECTOR OF THE X GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS DAY OF CITY or LA PORTIM'S PLANNING DEPARTMENT OR TO HIS AUTHORIZED EASEMENTS FOR TELECOMMUNICATIONS FACILITIES AND TEMPORARY ACCESS AS GRANTED TO SOUTHWESTERN BELL TELEPHONE COMPANY 2004. REPRESENTATIVE, WHO SHALL FILE SUCH ORIGINAL REGARDED BY INSTRUMENT RECORDED UNDER H,C.C,F NOS, N927191, MAP OR PLAT IN THE PERMANENT RECORDS OF THAT DEPARTMENT. W. M. :JONES SUR'LVEY MY COMMISSION EXPIRES 0- N927192 AND N927193 0 DEBT TRIBBLE Texas Notary Public. State of A 4_8_2 ........... : .... * -�-+ ..................................................... .... .. .... ...My Commission Expires NOTARY PUBLIC IN AND FOR THE TA OF TEXAS VINEUTUK, M51 TRIMS T 30,2005 HARBOR SAY ....APARTMENTS........ PLANNING DEPARTMENT AUTHORIZED AGENT (OF OWNER OF LAND BEING H.C.C.F. NO. F756979 SUBDIVIDED OR PLATTED) COMMERCIAL RESERVE "A" WW_MTATIVE OF STERLING BANK, OYDKRSOF 1.5464 AC ALIEN AGAINST THE PROPERTY DESCRIBED IN THE PLAT KNOWN AS 67.361.184 so FT TDIMS VMS BAR 4 GRILL, SAID LIEWMING"VVIDENCKID BY INSTRUMENT 210 .............. or RECORD uN= HARRIS Ci"TY CLERK's FILE No. X056321, Do HERESY ACCORDING To FLOOD INSURANCE RATE MAP 4 6 2 0 1 0 4 0 J, DATED ..... IN ALL THINGS SUBORDINATE OUR INTEREST 114 SAID PROPERTY 11-6-88 THE TRACT HWY SANSYND L113 WITHIN ZONE X AND 13 NOT IN ...... ........... * ............ .......... .1\5 TO THE PURPOSES AND EFFECTS OF SAID PLAT AND THE DEDICATION THE I YEAR FLOOD nAim. im sunmew is eAsw ON SCALING im LorATioN AND RESTRICTIONS SHOWN HEREIN TO SAID PLAT AND I HEREBY OF SAID MV ON THE ADM REPTIMCED MAP ANDS FOR IF INSIAMCZ 9P _z.0 41hR' CONFIRM THAT STERLING BANK 13 THE PRESENT OWNER OF SAID RATES ONLY AND NOT INTENDED TO IDENTIFY SPECIFIC FLOWING CONDITIONS. _836- -EASr- 005 Ba - - - - - - LIEN AND HAS NOT ASSIGNED THE SAME NOR ANY PART THEREOF. - - - - - - - - - - - - - 4- j 4 7-77' .......... byl Z442 1, DEVERLY KAUFMAN, CLERK OF THE COUNTY Count or HARRIS COUNTY, 'Row"x5vi sim 22.0 ........ ....... NO .................... cn DO HEREBY CERTIFY THAT THE WITHIN INSTRUMENT WITH ITSnsOF iI AUTHENTICATION WAS FILED FOR misivATioN IN MY OFIFICZ ON t;T ....... .................................. 2004, AT UA 0'0-=, A.M., AND DULY RECORDED ON! Aukkir'U... 432-# OICLOCK . L.M. AND AT FILM ........ STATE OF TEXAS 2004, AT Cime No. COUNTY OF HARRIS OF THE MAP RECORDS OF HARRIS COUNTY, FOR SAID COUNTY, FINAL PLAT OF WORE ME, TH �IhU UN gQ1�1=GNW AUTHORITY. ON THIS DAY PERSONALLY. WITNESS MY HMO AND SM OF OFFICE AT HOUSTON, HARRIS COUNTY, KNOWN TO ME TO BE THt PERSON WHOSC TEXAS THE DAY AND DATE LAST ABOVE WRITTEN. TO 1HE FORMING INSTRUMT AND ACPIOWLADW TO ME O NAME 13 51,03CRIM z THAT IM MOM THE Sklill! FOR THE KOM STATED CONSIDERATIONS THEREIN BEVO ..23.0 .... ............ ALY b, .4!, EXPRESSED AND IN THE CAPACITY THEREIN STATED. AWMAN 5FVERLY KAUFMW .......... ......... COUNTY CLERK OF HARRIS COUNTY, TEXAS SPORTS BAR GRILL GEORGE MNP.IY GIVEN UNDER MY HMO AND SEAL OF OFFICE, THIS DAY OF .23.5 . ........... 1) 2004. H.C.C.F. NO. P362337tih • PARKPPOOD TEMACE cORPDItATION �'W_65 THIS CERTIFICATE IS VALID ONLY AS TO THE MY COMMISSION By SS1014 EXPIRES INSTRUMENT ON WHICH THE ORIGINAL "y , 16.4112 ACRES DEPUTY rim Jew SURVEY SIGNATURE IS AFFIXED AND ONLY THEN TO THE EVM EXTENTTHAT SUCH INSTRUMENT IS NOTALTERED A.ZJUBDIVISION CONTAINING ImS464 ACRES OR ('•, F iA-482 NOTARY PUBLIC IN AND FOR THE STATE OF T OR CHANGED AFTER RECORDING. 611136111184 SQUARE FEET OF LAND BEING OUT OF ANY PROVISION HE USE OF THE THE W. J. PAYNE SUBDIVISION ACCORDING TO THE THE SALE, RENTAL, OR Oil RACE DESCRIBED REAL PROPERTY BECAUSE OF ....... IS INVALID AND MAP THEREOF RECORDED IN VOLUME 3849 PAGE 161 OF THE DEBT TRIBBLE Notary Public, State ofTexas UN ENFORCEABLE UNDER My Commission Explires 3 30, 2005 COLOR FEDERALLAW. .• ......................... DEED RECORDS OF HARRI COUNTY9 TEXAS AND IN May 30, 2005 THE WM. JONES SURVEY, A=482 TyP CITY OF LILLIAMA PORTE9 HARRIS COUNTY, TEXAS ADDRESS! 10003 SPENCER HWY MITES AND BOUNDS DESCRIPTION LA PORTS! TEXAS 77571 5 89 29' FIELD NOTE DESCRIPTION OF 1.5464 ACRES OF LAND BEING OUT OF THE ...... 3980.23 W.J. PAYNE SUBDIVISION ACCORDING TO THE MAP THEREOF RECORDED EAST 100.000 ... . . ........... Nor ---------- %L tA5T I b(). ()U F I IN VOLUME 364, PAGE 161 OF THE OECD RECORDS OF HARRIS COUNTY, I COMMERCIAL RESERVE :12f' afma TEXAS AND BEING IN- THE WILLIAM M. JONES SURVEY. ABSTRACT 482 rl 7:0 k7t -41, W.W2 CITY OF LA PORTE, HARRIS COUNTY, TEXAS, SAID 1.5464 ACRES BEING F= ------ * 11;wm AL T vamm TV3, '031"' I\•T" MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS, DATE' APRIL, 2004 SCALE, 1*m30' TBM TOP e1IM mi. Art AY21� Alf I ELEV. 21.40 1978 ADJ.) "A LEVEL MAN, 41 - COMMENCING, AT A POINT MARKING THE SOUTHEAST CORNER OF A 7.5 ACRE TRACT coNvrYza to HARBOR BAY APARTMENTS UNDER HARRIS COUNTY CLERK'S FILE No. F-156979 AND ZONEM COMMERCIAL THE SOUTHWEST CORNER OF A 0.459 ACRE TRACT CONVEYED TO Gemas Owavy FOR LA Fam-111 ACADEMY SPENCER HIGHWAY DAY CAmr. CENTER ^a ruxa, UNDER HA;tai3 COUNTY CLERK'S FILE No. P-362337, SAIP 0 001 R.O. VV.) POINT BEING ON THE NORTH RIGHT-OF-WAY LINK Or SPENCER HIGHWAY (100 PIPET WI0Z)j THENCE, FAST, ALONG THE NORTH RIGHT-OF-WAY LINE CW SAID SPENCER HIGHWAY AND THE OWNER! MILAD ELIAS SOUTH LINE OF SAID 0.459 ACRE TRACT, A 013ANCC OF 100.00 PIPET To A 5/8 INCH IRON Rov FOUND FOR THE POINT OF BEGINNING OF THE HEREIN DEWAISSID TRACT. ADDRESS! - 10849 SYCAMORE DRIVE S. THENCE, rzoN-rmuima, EAST, ALONG THE WORTH RIGHT-OF-WAY LINE OF SAID SPENCER LA PORTE! TEXAS 77571 HIGHWAY, A DISTANCE or 160.00 FEET TO A 318 INCH CAPPED IRON ROD FOUND FOR THE SOUTHEAST CORNER OF THE HEREIN 011-6/-RISED -MACTI THENCE, NORTH, A DISTANCE OF 336.00 FEET TO A 318 INCH CAPPED IRON ROD FOUNDFOR 'THE NORTHEAST CORNER OF THE HEREIN DESCRIBED TRACT, DEVELOPER! A&M CONSTRUCTION THENCE, WEST, PARALLEL TO AND 336.00 PIPET NORTH OF THE NORTH RIGHT-OF-WAY LINE OF SAID SPENCER HIGHWAY, A DISTANCE Or 260.00 FEET TO A 3/8 INCH CAPPED IRON ROD FOUND ADDRESS 11923 SWORDS CREEK ROAD FOR THE NORTHWEST CORNER OF THE HEREIN CINSWC-9161EID TRACT, SAID POINT BEING ON THE EAST LINE OF SAID 7.5 ACRE TRACTI HOUSTON9 TEXAS 77087 THENCE, SOUTH, ALONG THE CAST LINE OF SAID 7.5 ACRE TRACT, A DISTANCE or, 136.00 FEET PHONE NO. 832m577-5531 TO A POINT FOR CORNER OF THE HEREIN DIESCRIDSO TRACT, SAID POINT PIPING THE NORTHWEST CORNER OF SAID 0.459 ^cas TRACT, THENCE. EAST. ALONG THE NORTH LINE OF 0.459 ACRE TIRACT AND PARALLEL TO AND 200.00 PIPET NORTH or THE NORTH miaHT-or­w^ySAILD INZ or SAID SPENCER HIGHWAY, A DISTANCE OF CHARLES E. BATES & ASSOCIATES 100.00 PIPET TO A POINT TOR C40ONSP OF THE HEREIN onscmiew -mAvr, sAio POINT 19,11INGI ON "I"HIS THE NORTHEAST CORNER OF SAID 0.459 ACRE TRACT' LAW 11111111MORS - OMY PLAIIIIIIIIIIIIII 00WATAffill "22 LUNLA AVIIIIINIIIIIII OW PAIK MAS 77111111,111 THENCE, SOUTH, ALONG THE EAST LINK OF SAID 0.459 Ar-alE TRACT, A visTANcz OF 200.00 mvir tt" 47"111111111 FAXi 1111110 4MMI RECORDER'S MEMORANDUM: TO THE POINT OF BEGINNNG OF THE HEREIN oewailow TRACT AND comvaNiNG WITHIN THEM At the time of recordation, this instrument was CALLS 1.5464 ACRES OR 67,361.184 SQUARE FEET OF LAND. adequate for the best photographic found to In because of IllegibillIx, carbon or reproduction o roduction photo to Y, discolored paper, etc. 11 blookouts, 0 cop dd ons a d chan PC as were present at the time the instrument was fi ad and moDrdled. DRAWNi db JBv 2004083