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Home My WebLink AboutTEXANS SPORTS BAR & GRILL ADD'L PARKING SITE PLANP7JRM TERRACE CORPORATION H.GCXF N0. C114M 1&4712 ACRES MY JONES SURVEY A-482 PHASE ONE LANDSCAPING hp Ix° WEST - 260.0' XP HE ES �q�C E{i RE RAI t#E / I EQl� IR�M FOR T�I S THE ANTRA p UST'' Ogi N APPE OVAL ER M THE CQDIE OFFICIAL ;�0 1 \ �o �' 6° \ �o % I AND; OTH�R, PR PRIATE ENEMIES) o ; ry�• / ti� titi' � ti' / I OR THE AMOKN'�' OF AND DIRECTION >z2. DF THE RAtGN+�IGIGE OF THIS NEW 17 J \' / AREA �1 17,3ppSF. .40 A AREA �18O6Q S 41 AC _11 P K{N01. PARKING �0�LL m� CUM. A I• .40 AC ; CUTA. . 1 AC. , . m BAY of 1 C818 I" 10 v lar 0 zlit • Je , �, I 1CALL SLOPE: TO MIDDLE' W[T1>! rBAC*E ENT$ I fi 1k10' 1f�TX VG 21 t5 oI ALE AT MIDDLEI: OF LOT DRAINING O. �s� �1 \ il'HASE , LIGHTPpLE PHASE 1 UG iPbLE '� i NORTHWARD. � yy I o I An 1 --1 I __� _---------= ----------------- \ /............... _.... ...... }- �' EAST - 120.01 N TC: - - - LI EA �- 1,aD.0 ;_ _ _ _ -.... _ ..� raw 1 AN SEWER TER ALIA A T I /l G S S� LL *BE CONNECTED TO EXISTING. r, 2. , 0 DETILNTIO IS REQUIRED FOR >ado we THI PROJECT PER CITY OF LA PQRTE c+ f xloo QAIe PU L IC WORKS D PARTMEN+ 3. E GENERAL CbN71�ACTOR IS RESP6NS16LE FO ENSURING AT CITY OF • LEA PORTE STANDARD DE AILS ARE USED IN THE CQNSTRUCTION OF Mo�Ei aCeM�Ts I THI FACILITY. Ti PARKING SYNOPSIS O O • o PU POSED BUI NAG- Is 928 SF o 4 INIMUM PLUS 16 FOR EVERY 1,600 SF TO+ L FOR PURPOSED BUILDING REQUIRES - 93 SPACIiS. TO� L PROPOSiD SPACES 93 SPACES o TOt L REGLILAR 3PACES = 89 SPACES c TO�I_ HANDI,C' SPACES > 4 SFACES ONSTRUCT ON NOTES: `LEA TES Y .91 �.00j s#.Nc>ER WY o.c.F. Na P3s 1. PROPOSED D IIVLVk SIDEWALK, CURB, GUTTER LINE AND 6RADE� SHALL MATCH EXISTING STREET. 1. PROPOSED S DEWALK $HALL. 6E CbNSTRUCTkD WITH a J PORTL'AND CONCRETE, 4 1/2 SACK C ENTPER WIDTHPE RI CUBIC 12 S YARD, 4 1/2 INCHES THICK AND FT MINI .+ M � y SEE 6RAWNING N0. 3 F6R AIDtjldNgi. INFORMATION1ND -- -- bETAILS. I �° PROPOSED D RIVIEVAY SHALL BE CONSTRUgIIiD WITH PORTl- LAND CEal i CONCRETE; 5 SACK CET PER CUBIC o �P YARD, 7 Iki 6THI6K; FROM PROPOSED SAW CUT TO I RIGHT-OF=W Y LINE (PROPERTY LINE). - - - - 4. PROPOSED D IVIEV Y REDNFQRCING� STiL IS TO 'BE 44 DEFORMED R FORCING BARS (AST' W A61 % GRAI3E 600 6iNLEaS NO ) SPACEDAT 14 INCHES C.0 EACH WAY, WITH 10 INC ES MINIMUM IAO (6" x 12" W5 x W4 AS EXIST ALTERkATEJ ' dF WAY UNE. j 6.1 PROPOSED DRII IEV4, REI60RCING� STEEL IS TO BE TIED CORPORATION KC.tF. NO. C114576 18.4712 ACRES 1AY JONES SURVEY A-482 PHASE ONE LANDSCAPING PHASE ONE 6' HIGH CHAIN LINK FENCE WITH SLATS 6' HIGH CHAIN LINK FENCE WITH SLATS ' WEST 260.0' w ' PH 5f , DI�MP TtR D P z•- I 24 P.S O 10'0' EA. - 24q•--D- LU , 16 I I '_b• 20 P. 0 10' - 2QO'-o' Q 1 RBOR BAY l ARTMENTS I �, 8 ACRE TRACT ni Yf' C.C.S: NO. F758079 I PHA 1 LIGHTPO PHA 1 LI NTPT � bo I 1 20 pa O 10' 2D0'-0' 1 1 PHASE ONE PAVEMENT I (CONCRETE/ASPHALT) V 10•70" P.S. O 10'+0' EA. - 10a'-0' 7 PS O 10:-W - 70'-0- 2 ps 0 14'-0' rirta IM • • r, • • • ,r.7 s r ��1E�� Y W W X U z m -,.SPENCER HWY F MOCUITY HAP KEY Mj� 539W NORTH LOCATION SCALE: NTS S17 LOCATION WR aP�lao ft KW TAP. 2= CAI M OiLlOD9M', GEORGE DEYPSEY LA PETITE ACADEMY 106M SPENCER HWY H.C.C.F. NO. P382337 AL' BUILI 928 S.F. r. 23.00 0 T05PPoNLMSMN NC05:OD9MIQTS, Me SI METER LI-R, 18- I" I � 28'-0' I JI z �I 5 oI z I � Iv I X I z f• i■1CC I _ _ CONCRETY I I b I I 0 1 e._G. (4 W._0. I a a I a IL iLd IN 1� PHASE 1 UGHTPOW LEGAL DESCRIPTION TRACT 8C: 0.5510 ACRES OF LAND & TRACT 8A-1: 0.9954 ACRES OF LAND BOTH OWT QF THE W.M. AJOIVES -SURVEY A-482. CITY OF LA PORTE, HARRIS COUNTY TEXAS FLOOD ZQNE INE01_ION THIS PROPERTY LIES WITHIN ZONE X AS PER! THr; FLOOD INSURANCE RATE MAP, HARRIS COUNTY, COMMUNITY NO. 48201 CO940J, DATED, 11-r6-96 BENCHMARK CITY SURVEY MARKER NO. 1, MARKER 1952, BRASS CAP W/"X" LA .PORTS AIRPORT AT SPENCER HWY, ELEV. 22.27 (1978 ADJ.) NGS 29 THE CONTRACTOR WELL DEMO AND REUSE LANDSCAPING ELSEWHERE. THE CONTRACTOR WILL DEMO EXISTING CURB TO CONNECT NEW PARKING. EAST - 120.0' .ASP iALT eo•-0• III E0 I ko VACANT LOT w w w w o o o O PAWW000 TERRACE Q Q ¢ Q CV CORPORATION KQCF. No. C114M [ 16.4712 ACRES Q Q Q < MA JONES A-462 SURVEY IL In (n V) 7 n o0 w w w w - --_--_---- • • NG SIGN EXACT CONFIGURATION OF UTILIM AT MF�OOFN7T OF PHASE 2 LOT n' PH3 SIDEWALK EXISTING PH 1 SID EXISTING PH1 SID ALK AWAY VARY FROM IRIS DRAWING - CONTRACTOR SHOULD COrIFTRM 1 20•�% DRIVEWAY DRIVEWAY BEFORE ANY EXCAVATION OR OTHER Ionic ADDITIONAL PARKING FOR MILL BE ASPHALT, ALSO s•-a' za-D- 4G -a- es'_o• PROVIDE LIGHTING, STRIPING AND LANDSCAPING AE SPENCER HIGHWAY SHOWN (DESIGNATED AS PHASE 2 OF PROJECT, EXISTING 100' R.O.W. PROPOSEb SITE PLAN EXISTING TEXANS SPORTS BAR AND GRIII.E TO iSTiNG ROADWAY RF.INFORCIN WRH A MINI- S ALE: 1 = 30 = SCALE: 1 = 30 -p (INCLUDING BUILDING, PATIOS, SIDEWALKS, PARKING. I UM� bF.8' INCHES. LANDSCAPE SYNOPSIS (PART OF PHASE ON OF PROJECT) 6. PROPOSED CUTTER LINE IS TO BE MAINTAIN6 AY FA6E ___ DEVELOPED SITE AREA 1- 67,360 SF OF o6saNG CIJRE3. NORTH ROOFED OVER IMPROVEMENTS - 8,026 SF NORTH 7. SAW CUT &STING CURB AT EACH END AN6 KNOCK CUT AREA TO BE CONSIDERED 58,432 SF CURB FROWN BEGINNING TO END 0 PROPOSED aRNEWAY. PtHis LAN 1 A TO C RTIf'Y THAT THE CITE' OF LA POkTE, TEXAS HAS APPROVED THIS ITS STORM DRAINAGE NOTES: E. SAW CUT EXISTING OAVEMENT A MINIMUM OF 12 INCHES ND DEVELOPMENT OF THE TEXANS SPORTS 6% OF AREA CONSIDERED - 3,506 SF 11� L � � b BAR &GRILL IN CONFORMANCE WITH AWAY FROM FACE OF CURB (GETTER LINE) AND BREACK E RDINANbES OF THE CITI� OF LA PORTE. AREA PROVIDED - 4,576 SF 1. PLUMBING OR DRAIN LAYER CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY ALL FEES AND PRO TATA THAT APPLIES TO HIS WORK BEFORE CONSTRUCTION OUT TO EXPOSED EXISTING R6NF�RCE MENT sTEEL PER CENT OF LANDSCAPING =a I.SX EGINS '(INCI UDE$ OPENING IN STREET. BORE AND JACK, MR TO CURB INLET. 0. COMPACT SUBGRADE FOR PROPOSED DRNEWAY CONNECIl1 " MANHOLES. ROOF DRAINS, OR OUTSIDE DOWNSPOUTS CONNECTIONS TO DRAINAGE 'TREE 'TYPE: LIVE OAK 1 1/2 CALIPER SYSTEM, CATCH BASIN OR OUTSIDE AREA DRAIN, AND GROUND IN STORM DRAIN ION FROM PROPOSEC SAWN Cl}T AT EXISTING, PAVEMET - SHRUB TYPE: WAXED LEAF LUGUSTRUM PIPE, ETC.) Tb RIs;HT bF W Y LINE, COMPACT TO 57� OF STANDARD CITY i0F OR TEXA 2. ALL NEW FINISHED ELEVATIONS SHOWN ARE TOP OF NEW PAVEMENT OR GUTTER GRADES UNLESS SHOWN OR NOTED OTHERWISE. PROCTOR DENS ' (+/- 2% MOISiUR . THE COUNT' DIRECTOR, PL.ANN I� DEP RTMIENT 3. TENS STORM DRAINAGE SYSTEM IS DESIGNED ON A THREE YEAR RAINFALL FREQUENCY. ENGINLER RESERVES THE RIGHT TO RE DIRE LABORATORY T1-�IS: TRACT IS IN ZONE X AND NOT WITHIN THE . TESTS TO CE CONDUCTED. � ' 4. 'ALL UNDERGROUND RGROUND UTILITIES SHOWN ARE NOT GUARANTEED TO BE COMPLETE L 100 `YEAR FLOOD PLAIN ACCORDING TO THE FEMA OR DEFINITE, BUT WERE OBTAINED FROM THE BEST INFORMATION AVAILABLE. 10. IF MORE THAN ONE PROPOSED DRWEWAY IS BUILT 0 S. ALL UNDERGROUND- UTILITIES SHALL BE VERIFIED IN THE FIELD PRIOR TO i- MI HAEL HUELSEBUSCH, AM RE�IS RED UNDER 'THE LAWS OF THE SPATE OF TEXAS to MOP 48 o1CO940J. DATED 11-6-9E3. CONSTRUCTION# ANY CONFLICTS FOUND DURING VERIFICATION SHALL BE REPORTED ikE SAME PROPERTY, SAID DRIVE1iI�AYS 'SHALL 13E SEP- PR Cif I THE PROFFESSION OF ENGINEERING ANd HEREB`I` CERTIFir THAT 'THE ABOVE $ �� ENGINEER IMMEDIATELY. �U ERATE6 BY A M INIMUM DISTAL CE OF 26 FEET ROADWAYS SI P N IS TRUE AND CORRECT AND •WHAT` ALL BEARINGS, DISTAANCES, ANGLES, � TR T� REALIr 22 T567, COORDINATING COMMITTEE FOR THE HOUSTDN + . METROPOLITAN AREA AT 223--4567, 48 HOURS PRIOR TO EXCAVATION DR CURBS AND SIDEWi�LICS). REINFORCING STEEL Tb Bi CURVE AD AND CEI TRA ANGLES ARE ACCURATELY SHOWN bN TFIE PLAT. CONSTRUCTION. �LETVbTED A MINIMUM OF 3" ABOVE SUBGI ADE. ;(3 IN --CH IN UFACTI,iR6 6R4IRS ARE REQUIRED WITIII MA iMUM r' NAME OF DEVELOPMENT: TEXANS SPORTS BAR &GRILL SPACING bF 7� INCHES C/C EACH L. MICHI4 `I_ HUE SEEIUSCH, TEXAS REGISTERED ENGINEER NO.5543 �, A, A TYPE OF DEVELOPMENT: COMMERCIAL BUILDING & �'��' °e `�`�� ' � �,� PARKING LOT L. MIdHAEL HUELSEIJUSdH, P.E. ;.a:....,..A DWNERt MILAD ELIAS �18 Fjrdt Street ,€l.YHU 1,,EBUSCII BUILDER: A & M CONSTRUCTION ............. e 9 � �� CAII �� Il Q�r-®11f1 Hufnbl6, Texas i7338 . �� ZONED: GENERAL COMMERCIAL BASED ION �'HREE YEAR REQU�NC� (281) 540-84�5 ,• JOB ADDRESS: 10003 SPENCER HWY I f i I , I I II I i I ONE/ CRY a METAL BUILDING.- 8 928 S.F./ 11 NEW PHW M F.F. 23.00 1 I PROJECT INFORMATION 1 PROJECT LOICATION:'IOQO3 +SPENCER HIGHWAY _0vAOANt LOT 11 I SITE AR 67,sQ SF 0p PARIcNo0G,1>zRAgE 1 � Ti BUILDING HEIGMl`: &i'�» `y HA Q°Na,t4V8 j I 1 I PARKING PRbV1DiD: $9 STANDARD BRACES1e,4712 ACRES, 1 4 ACCES�ISLF A-482 1 bESIGN 6ODE: 1094 STANDARD BUILDING CODE o F nil bCCUPANCY TYPE: M;-1 1 0� bONSTRUCTI6N TYREt 5 *7 UNPROTECTED � Al f-11.0D0,- BUILDING AREA: tiw 1rlro ` ` Atj�a'' -17 BASE ALLOIWAAEIILE: 9jOQ0 SF !!'ROPOSED: 8,0�8 SF 0 R D PA 0 ; PHA I TPb bQCUPANCY LOAD:' ^^0, �34 PEOPLE QNSTRUCi16N: 06R; C NCRETE SLAB iNAL-LS: R- N L AND EIFS RQOIr: f - AN L OWR PUOUNS # It ..- L- . - ...----- ------ ---1-- Id►>r�e• �� / I MODEL CC9MIQT•3,SM / , HP I no" - OF UTILITIES AT FRONT OF PHASE 2 LOT, 0 • AWAY VARY OM,THI DRAWING - TRACTO1t SHOuLO CONFIRM 1 2v•0 EXIST. STY. SEWER E£Ebl ANY EXOAVA ON OR OTHER ORK _ w - --ter _ �_ `L BB INLET ti•. 10�� O� DDITIONAL 'PARKING FOR WILL BE ASPHALT,' ALSO TIpP t M.H. ry PI OVIDE LIGHTINGi STkIPING. AND LANDSCAPING AS SHOWK1 (OESIdNATED AS PHASE 2 OF PROJECT. SPENCER HIGHWAY NG ,b0' R.64, PROW OSEO Z" ___-N d�AINAGE PLAN' MH MH AREA Runoff Sum of Intensity Sum, of Time of Reach Diam. Span dope Manning'o Design Design Fall i onhole FloWiine �y1owitn$�'� �� A'ctuol Hydraulic Change Elevation of Elevation of Natural Natural From To (Acres) Coefficient C�A I 11 Howl Co c. Length or Also (in) � "n' 0000CIty Velocity (feet) brop Elevation 6levatibn Velocity Gradient in Head Hyd. Grad. Hyd. Grad. Ground Ground C (InAr,1 (ofa) (M n) (fast) (in) (c%) (ft/seb) tfeet) Upstream Downstream (ftfsec) X (feet) Upstream Downstream Upstream Downstream (feet) (feet) (feet) (feet) (feet) (feet) 1 2 .40, .9b .36 3.88 1,31 2150 180 16 -+'- .38 0.013 1.65 3.0 .69 0 �- 18.77 3,0 .3$ 69 - - - 19.77 22.00 21.85 2, 4 .41 .9b .137 3.88 1.4 23�50 220 1 30 0.013 137 3.0 {a6 0 18.77 18.11 3,0 .30 66 19.77 19.11 21.85 20.84 3 4 .39; .9 .35 3.88 1.3, 23i47 82 15 -�-- .22 0.013 3,69 3.0 18 0 18.11 17:93 3.0 .22 18 19.36 19.18 20.84 21.57 4 5 , .34; .9�7 30 3.9fl 1.1 23�'27 , 15 , 1 -�- .17 0.013 5428 3.0 .62 0 17,93 17.91 3.0 .17 .02 19.43 19.41 21.57 21.52 5 S 0 {I 0 0 5.3# b 10 , 2 -'-- .18 0.013 9;42 3.0 .02 5.fl 17.91 17.89 .3.0 .12 .02 -19.91 19.89 21.52 21.29 SITE PLAN LEGEND PIPE SCHEDULE PROPERTY LINE SANITARY SEWER LINE-�-•�---- SS SAN. SEWER TO BE P.V.C. SCHEDULE 40 WATER LINE W STORM SEWER TO BE HDPE WATER OUSIDE BUILDING TO BE P.V.C. SCHEDULE 40 STORM SEWER LINE ST WATER INSIDE BUILDING TO BE TYPE L COPPER ELEC. (POWER) LINE E SITE NOTES GAS UNE G 1. CONiRACTIOR SHALL VERIFY ALL JOB DIM. & TELEPHONE T CON67EON THE WOW AS THE CONTRACTOR ALONE CABLE LINE C IS RESPONSIBLE FOR SUCH. 2 CONTRACTOR SMALL FIELD VERIFY LOCATION CATCH BASIN 0 C.B. OF UTILITIES, StORM & SEWER LINES & N011FY ARCHITECT OF ANY POTENTIAL MANHOLE QM.H. TIA 3. WORK SHALL COMPLY W/ GOVERNING FENCE .•--- RULES & REGULATIONS. NEW ELEVATION 4. REFER TO CIVIL DRAWING FOR RELATED WORK & DETAILS. EXISTING ELEVATION k1p 5. PROVIDE SIGNAGE FOR HANDICAPPED ELEVATION EL PARKING TO COMPLY WITH ADA REQUIREMENTS 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. & REF. M LANDSCAPE FROM THIS PAGE FOR NEW TREE NEW TREE & SHRUBS TO BE PLANTED. 9. PROVIDE a WIDE YELLOW PARK'G STRIPS & NEW SHRUB ED SYMBOLS AS SHOWN. GREASE TRAP & SAMPLE WELL O O 10. REF. TO CIVIL & MEP DRAWINGS FOR ADDITIONAL WORK. .:zz Cz LZ (') Co .r, X cy Cz C) 0 p CL, co T # Date Description 1 10,01.04 SCHEME 1 2 10,06.04 SCH1-REV1 Project No. 0301.12 PARKING Sheet No. 0/9- 8�-23 PARKING SYNOPSIS O O • o PU POSED BUI NAG- Is 928 SF o 4 INIMUM PLUS 16 FOR EVERY 1,600 SF TO+ L FOR PURPOSED BUILDING REQUIRES - 93 SPACIiS. TO� L PROPOSiD SPACES 93 SPACES o TOt L REGLILAR 3PACES = 89 SPACES c TO�I_ HANDI,C' SPACES > 4 SFACES ONSTRUCT ON NOTES: `LEA TES Y .91 �.00j s#.Nc>ER WY o.c.F. Na P3s 1. PROPOSED D IIVLVk SIDEWALK, CURB, GUTTER LINE AND 6RADE� SHALL MATCH EXISTING STREET. 1. PROPOSED S DEWALK $HALL. 6E CbNSTRUCTkD WITH a J PORTL'AND CONCRETE, 4 1/2 SACK C ENTPER WIDTHPE RI CUBIC 12 S YARD, 4 1/2 INCHES THICK AND FT MINI .+ M � y SEE 6RAWNING N0. 3 F6R AIDtjldNgi. INFORMATION1ND -- -- bETAILS. I �° PROPOSED D RIVIEVAY SHALL BE CONSTRUgIIiD WITH PORTl- LAND CEal i CONCRETE; 5 SACK CET PER CUBIC o �P YARD, 7 Iki 6THI6K; FROM PROPOSED SAW CUT TO I RIGHT-OF=W Y LINE (PROPERTY LINE). - - - - 4. PROPOSED D IVIEV Y REDNFQRCING� STiL IS TO 'BE 44 DEFORMED R FORCING BARS (AST' W A61 % GRAI3E 600 6iNLEaS NO ) SPACEDAT 14 INCHES C.0 EACH WAY, WITH 10 INC ES MINIMUM IAO (6" x 12" W5 x W4 AS EXIST ALTERkATEJ ' dF WAY UNE. j 6.1 PROPOSED DRII IEV4, REI60RCING� STEEL IS TO BE TIED CORPORATION KC.tF. NO. C114576 18.4712 ACRES 1AY JONES SURVEY A-482 PHASE ONE LANDSCAPING PHASE ONE 6' HIGH CHAIN LINK FENCE WITH SLATS 6' HIGH CHAIN LINK FENCE WITH SLATS ' WEST 260.0' w ' PH 5f , DI�MP TtR D P z•- I 24 P.S O 10'0' EA. - 24q•--D- LU , 16 I I '_b• 20 P. 0 10' - 2QO'-o' Q 1 RBOR BAY l ARTMENTS I �, 8 ACRE TRACT ni Yf' C.C.S: NO. F758079 I PHA 1 LIGHTPO PHA 1 LI NTPT � bo I 1 20 pa O 10' 2D0'-0' 1 1 PHASE ONE PAVEMENT I (CONCRETE/ASPHALT) V 10•70" P.S. O 10'+0' EA. - 10a'-0' 7 PS O 10:-W - 70'-0- 2 ps 0 14'-0' rirta IM • • r, • • • ,r.7 s r ��1E�� Y W W X U z m -,.SPENCER HWY F MOCUITY HAP KEY Mj� 539W NORTH LOCATION SCALE: NTS S17 LOCATION WR aP�lao ft KW TAP. 2= CAI M OiLlOD9M', GEORGE DEYPSEY LA PETITE ACADEMY 106M SPENCER HWY H.C.C.F. NO. P382337 AL' BUILI 928 S.F. r. 23.00 0 T05PPoNLMSMN NC05:OD9MIQTS, Me SI METER LI-R, 18- I" I � 28'-0' I JI z �I 5 oI z I � Iv I X I z f• i■1CC I _ _ CONCRETY I I b I I 0 1 e._G. (4 W._0. I a a I a IL iLd IN 1� PHASE 1 UGHTPOW LEGAL DESCRIPTION TRACT 8C: 0.5510 ACRES OF LAND & TRACT 8A-1: 0.9954 ACRES OF LAND BOTH OWT QF THE W.M. AJOIVES -SURVEY A-482. CITY OF LA PORTE, HARRIS COUNTY TEXAS FLOOD ZQNE INE01_ION THIS PROPERTY LIES WITHIN ZONE X AS PER! THr; FLOOD INSURANCE RATE MAP, HARRIS COUNTY, COMMUNITY NO. 48201 CO940J, DATED, 11-r6-96 BENCHMARK CITY SURVEY MARKER NO. 1, MARKER 1952, BRASS CAP W/"X" LA .PORTS AIRPORT AT SPENCER HWY, ELEV. 22.27 (1978 ADJ.) NGS 29 THE CONTRACTOR WELL DEMO AND REUSE LANDSCAPING ELSEWHERE. THE CONTRACTOR WILL DEMO EXISTING CURB TO CONNECT NEW PARKING. EAST - 120.0' .ASP iALT eo•-0• III E0 I ko VACANT LOT w w w w o o o O PAWW000 TERRACE Q Q ¢ Q CV CORPORATION KQCF. No. C114M [ 16.4712 ACRES Q Q Q < MA JONES A-462 SURVEY IL In (n V) 7 n o0 w w w w - --_--_---- • • NG SIGN EXACT CONFIGURATION OF UTILIM AT MF�OOFN7T OF PHASE 2 LOT n' PH3 SIDEWALK EXISTING PH 1 SID EXISTING PH1 SID ALK AWAY VARY FROM IRIS DRAWING - CONTRACTOR SHOULD COrIFTRM 1 20•�% DRIVEWAY DRIVEWAY BEFORE ANY EXCAVATION OR OTHER Ionic ADDITIONAL PARKING FOR MILL BE ASPHALT, ALSO s•-a' za-D- 4G -a- es'_o• PROVIDE LIGHTING, STRIPING AND LANDSCAPING AE SPENCER HIGHWAY SHOWN (DESIGNATED AS PHASE 2 OF PROJECT, EXISTING 100' R.O.W. PROPOSEb SITE PLAN EXISTING TEXANS SPORTS BAR AND GRIII.E TO iSTiNG ROADWAY RF.INFORCIN WRH A MINI- S ALE: 1 = 30 = SCALE: 1 = 30 -p (INCLUDING BUILDING, PATIOS, SIDEWALKS, PARKING. I UM� bF.8' INCHES. LANDSCAPE SYNOPSIS (PART OF PHASE ON OF PROJECT) 6. PROPOSED CUTTER LINE IS TO BE MAINTAIN6 AY FA6E ___ DEVELOPED SITE AREA 1- 67,360 SF OF o6saNG CIJRE3. NORTH ROOFED OVER IMPROVEMENTS - 8,026 SF NORTH 7. SAW CUT &STING CURB AT EACH END AN6 KNOCK CUT AREA TO BE CONSIDERED 58,432 SF CURB FROWN BEGINNING TO END 0 PROPOSED aRNEWAY. PtHis LAN 1 A TO C RTIf'Y THAT THE CITE' OF LA POkTE, TEXAS HAS APPROVED THIS ITS STORM DRAINAGE NOTES: E. SAW CUT EXISTING OAVEMENT A MINIMUM OF 12 INCHES ND DEVELOPMENT OF THE TEXANS SPORTS 6% OF AREA CONSIDERED - 3,506 SF 11� L � � b BAR &GRILL IN CONFORMANCE WITH AWAY FROM FACE OF CURB (GETTER LINE) AND BREACK E RDINANbES OF THE CITI� OF LA PORTE. AREA PROVIDED - 4,576 SF 1. PLUMBING OR DRAIN LAYER CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY ALL FEES AND PRO TATA THAT APPLIES TO HIS WORK BEFORE CONSTRUCTION OUT TO EXPOSED EXISTING R6NF�RCE MENT sTEEL PER CENT OF LANDSCAPING =a I.SX EGINS '(INCI UDE$ OPENING IN STREET. BORE AND JACK, MR TO CURB INLET. 0. COMPACT SUBGRADE FOR PROPOSED DRNEWAY CONNECIl1 " MANHOLES. ROOF DRAINS, OR OUTSIDE DOWNSPOUTS CONNECTIONS TO DRAINAGE 'TREE 'TYPE: LIVE OAK 1 1/2 CALIPER SYSTEM, CATCH BASIN OR OUTSIDE AREA DRAIN, AND GROUND IN STORM DRAIN ION FROM PROPOSEC SAWN Cl}T AT EXISTING, PAVEMET - SHRUB TYPE: WAXED LEAF LUGUSTRUM PIPE, ETC.) Tb RIs;HT bF W Y LINE, COMPACT TO 57� OF STANDARD CITY i0F OR TEXA 2. ALL NEW FINISHED ELEVATIONS SHOWN ARE TOP OF NEW PAVEMENT OR GUTTER GRADES UNLESS SHOWN OR NOTED OTHERWISE. PROCTOR DENS ' (+/- 2% MOISiUR . THE COUNT' DIRECTOR, PL.ANN I� DEP RTMIENT 3. TENS STORM DRAINAGE SYSTEM IS DESIGNED ON A THREE YEAR RAINFALL FREQUENCY. ENGINLER RESERVES THE RIGHT TO RE DIRE LABORATORY T1-�IS: TRACT IS IN ZONE X AND NOT WITHIN THE . TESTS TO CE CONDUCTED. � ' 4. 'ALL UNDERGROUND RGROUND UTILITIES SHOWN ARE NOT GUARANTEED TO BE COMPLETE L 100 `YEAR FLOOD PLAIN ACCORDING TO THE FEMA OR DEFINITE, BUT WERE OBTAINED FROM THE BEST INFORMATION AVAILABLE. 10. IF MORE THAN ONE PROPOSED DRWEWAY IS BUILT 0 S. ALL UNDERGROUND- UTILITIES SHALL BE VERIFIED IN THE FIELD PRIOR TO i- MI HAEL HUELSEBUSCH, AM RE�IS RED UNDER 'THE LAWS OF THE SPATE OF TEXAS to MOP 48 o1CO940J. DATED 11-6-9E3. CONSTRUCTION# ANY CONFLICTS FOUND DURING VERIFICATION SHALL BE REPORTED ikE SAME PROPERTY, SAID DRIVE1iI�AYS 'SHALL 13E SEP- PR Cif I THE PROFFESSION OF ENGINEERING ANd HEREB`I` CERTIFir THAT 'THE ABOVE $ �� ENGINEER IMMEDIATELY. �U ERATE6 BY A M INIMUM DISTAL CE OF 26 FEET ROADWAYS SI P N IS TRUE AND CORRECT AND •WHAT` ALL BEARINGS, DISTAANCES, ANGLES, � TR T� REALIr 22 T567, COORDINATING COMMITTEE FOR THE HOUSTDN + . METROPOLITAN AREA AT 223--4567, 48 HOURS PRIOR TO EXCAVATION DR CURBS AND SIDEWi�LICS). REINFORCING STEEL Tb Bi CURVE AD AND CEI TRA ANGLES ARE ACCURATELY SHOWN bN TFIE PLAT. CONSTRUCTION. �LETVbTED A MINIMUM OF 3" ABOVE SUBGI ADE. ;(3 IN --CH IN UFACTI,iR6 6R4IRS ARE REQUIRED WITIII MA iMUM r' NAME OF DEVELOPMENT: TEXANS SPORTS BAR &GRILL SPACING bF 7� INCHES C/C EACH L. MICHI4 `I_ HUE SEEIUSCH, TEXAS REGISTERED ENGINEER NO.5543 �, A, A TYPE OF DEVELOPMENT: COMMERCIAL BUILDING & �'��' °e `�`�� ' � �,� PARKING LOT L. MIdHAEL HUELSEIJUSdH, P.E. ;.a:....,..A DWNERt MILAD ELIAS �18 Fjrdt Street ,€l.YHU 1,,EBUSCII BUILDER: A & M CONSTRUCTION ............. e 9 � �� CAII �� Il Q�r-®11f1 Hufnbl6, Texas i7338 . �� ZONED: GENERAL COMMERCIAL BASED ION �'HREE YEAR REQU�NC� (281) 540-84�5 ,• JOB ADDRESS: 10003 SPENCER HWY I f i I , I I II I i I ONE/ CRY a METAL BUILDING.- 8 928 S.F./ 11 NEW PHW M F.F. 23.00 1 I PROJECT INFORMATION 1 PROJECT LOICATION:'IOQO3 +SPENCER HIGHWAY _0vAOANt LOT 11 I SITE AR 67,sQ SF 0p PARIcNo0G,1>zRAgE 1 � Ti BUILDING HEIGMl`: &i'�» `y HA Q°Na,t4V8 j I 1 I PARKING PRbV1DiD: $9 STANDARD BRACES1e,4712 ACRES, 1 4 ACCES�ISLF A-482 1 bESIGN 6ODE: 1094 STANDARD BUILDING CODE o F nil bCCUPANCY TYPE: M;-1 1 0� bONSTRUCTI6N TYREt 5 *7 UNPROTECTED � Al f-11.0D0,- BUILDING AREA: tiw 1rlro ` ` Atj�a'' -17 BASE ALLOIWAAEIILE: 9jOQ0 SF !!'ROPOSED: 8,0�8 SF 0 R D PA 0 ; PHA I TPb bQCUPANCY LOAD:' ^^0, �34 PEOPLE QNSTRUCi16N: 06R; C NCRETE SLAB iNAL-LS: R- N L AND EIFS RQOIr: f - AN L OWR PUOUNS # It ..- L- . - ...----- ------ ---1-- Id►>r�e• �� / I MODEL CC9MIQT•3,SM / , HP I no" - OF UTILITIES AT FRONT OF PHASE 2 LOT, 0 • AWAY VARY OM,THI DRAWING - TRACTO1t SHOuLO CONFIRM 1 2v•0 EXIST. STY. SEWER E£Ebl ANY EXOAVA ON OR OTHER ORK _ w - --ter _ �_ `L BB INLET ti•. 10�� O� DDITIONAL 'PARKING FOR WILL BE ASPHALT,' ALSO TIpP t M.H. ry PI OVIDE LIGHTINGi STkIPING. AND LANDSCAPING AS SHOWK1 (OESIdNATED AS PHASE 2 OF PROJECT. SPENCER HIGHWAY NG ,b0' R.64, PROW OSEO Z" ___-N d�AINAGE PLAN' MH MH AREA Runoff Sum of Intensity Sum, of Time of Reach Diam. Span dope Manning'o Design Design Fall i onhole FloWiine �y1owitn$�'� �� A'ctuol Hydraulic Change Elevation of Elevation of Natural Natural From To (Acres) Coefficient C�A I 11 Howl Co c. Length or Also (in) � "n' 0000CIty Velocity (feet) brop Elevation 6levatibn Velocity Gradient in Head Hyd. Grad. Hyd. Grad. Ground Ground C (InAr,1 (ofa) (M n) (fast) (in) (c%) (ft/seb) tfeet) Upstream Downstream (ftfsec) X (feet) Upstream Downstream Upstream Downstream (feet) (feet) (feet) (feet) (feet) (feet) 1 2 .40, .9b .36 3.88 1,31 2150 180 16 -+'- .38 0.013 1.65 3.0 .69 0 �- 18.77 3,0 .3$ 69 - - - 19.77 22.00 21.85 2, 4 .41 .9b .137 3.88 1.4 23�50 220 1 30 0.013 137 3.0 {a6 0 18.77 18.11 3,0 .30 66 19.77 19.11 21.85 20.84 3 4 .39; .9 .35 3.88 1.3, 23i47 82 15 -�-- .22 0.013 3,69 3.0 18 0 18.11 17:93 3.0 .22 18 19.36 19.18 20.84 21.57 4 5 , .34; .9�7 30 3.9fl 1.1 23�'27 , 15 , 1 -�- .17 0.013 5428 3.0 .62 0 17,93 17.91 3.0 .17 .02 19.43 19.41 21.57 21.52 5 S 0 {I 0 0 5.3# b 10 , 2 -'-- .18 0.013 9;42 3.0 .02 5.fl 17.91 17.89 .3.0 .12 .02 -19.91 19.89 21.52 21.29 SITE PLAN LEGEND PIPE SCHEDULE PROPERTY LINE SANITARY SEWER LINE-�-•�---- SS SAN. SEWER TO BE P.V.C. SCHEDULE 40 WATER LINE W STORM SEWER TO BE HDPE WATER OUSIDE BUILDING TO BE P.V.C. SCHEDULE 40 STORM SEWER LINE ST WATER INSIDE BUILDING TO BE TYPE L COPPER ELEC. (POWER) LINE E SITE NOTES GAS UNE G 1. CONiRACTIOR SHALL VERIFY ALL JOB DIM. & TELEPHONE T CON67EON THE WOW AS THE CONTRACTOR ALONE CABLE LINE C IS RESPONSIBLE FOR SUCH. 2 CONTRACTOR SMALL FIELD VERIFY LOCATION CATCH BASIN 0 C.B. OF UTILITIES, StORM & SEWER LINES & N011FY ARCHITECT OF ANY POTENTIAL MANHOLE QM.H. TIA 3. WORK SHALL COMPLY W/ GOVERNING FENCE .•--- RULES & REGULATIONS. NEW ELEVATION 4. REFER TO CIVIL DRAWING FOR RELATED WORK & DETAILS. EXISTING ELEVATION k1p 5. PROVIDE SIGNAGE FOR HANDICAPPED ELEVATION EL PARKING TO COMPLY WITH ADA REQUIREMENTS 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. & REF. M LANDSCAPE FROM THIS PAGE FOR NEW TREE NEW TREE & SHRUBS TO BE PLANTED. 9. PROVIDE a WIDE YELLOW PARK'G STRIPS & NEW SHRUB ED SYMBOLS AS SHOWN. GREASE TRAP & SAMPLE WELL O O 10. REF. TO CIVIL & MEP DRAWINGS FOR ADDITIONAL WORK. .:zz Cz LZ (') Co .r, X cy Cz C) 0 p CL, co T # Date Description 1 10,01.04 SCHEME 1 2 10,06.04 SCH1-REV1 Project No. 0301.12 PARKING Sheet No. 0/9- 8�-23 f• i■1CC I _ _ CONCRETY I I b I I 0 1 e._G. (4 W._0. I a a I a IL iLd IN 1� PHASE 1 UGHTPOW LEGAL DESCRIPTION TRACT 8C: 0.5510 ACRES OF LAND & TRACT 8A-1: 0.9954 ACRES OF LAND BOTH OWT QF THE W.M. AJOIVES -SURVEY A-482. CITY OF LA PORTE, HARRIS COUNTY TEXAS FLOOD ZQNE INE01_ION THIS PROPERTY LIES WITHIN ZONE X AS PER! THr; FLOOD INSURANCE RATE MAP, HARRIS COUNTY, COMMUNITY NO. 48201 CO940J, DATED, 11-r6-96 BENCHMARK CITY SURVEY MARKER NO. 1, MARKER 1952, BRASS CAP W/"X" LA .PORTS AIRPORT AT SPENCER HWY, ELEV. 22.27 (1978 ADJ.) NGS 29 THE CONTRACTOR WELL DEMO AND REUSE LANDSCAPING ELSEWHERE. THE CONTRACTOR WILL DEMO EXISTING CURB TO CONNECT NEW PARKING. EAST - 120.0' .ASP iALT eo•-0• III E0 I ko VACANT LOT w w w w o o o O PAWW000 TERRACE Q Q ¢ Q CV CORPORATION KQCF. No. C114M [ 16.4712 ACRES Q Q Q < MA JONES A-462 SURVEY IL In (n V) 7 n o0 w w w w - --_--_---- • • NG SIGN EXACT CONFIGURATION OF UTILIM AT MF�OOFN7T OF PHASE 2 LOT n' PH3 SIDEWALK EXISTING PH 1 SID EXISTING PH1 SID ALK AWAY VARY FROM IRIS DRAWING - CONTRACTOR SHOULD COrIFTRM 1 20•�% DRIVEWAY DRIVEWAY BEFORE ANY EXCAVATION OR OTHER Ionic ADDITIONAL PARKING FOR MILL BE ASPHALT, ALSO s•-a' za-D- 4G -a- es'_o• PROVIDE LIGHTING, STRIPING AND LANDSCAPING AE SPENCER HIGHWAY SHOWN (DESIGNATED AS PHASE 2 OF PROJECT, EXISTING 100' R.O.W. PROPOSEb SITE PLAN EXISTING TEXANS SPORTS BAR AND GRIII.E TO iSTiNG ROADWAY RF.INFORCIN WRH A MINI- S ALE: 1 = 30 = SCALE: 1 = 30 -p (INCLUDING BUILDING, PATIOS, SIDEWALKS, PARKING. I UM� bF.8' INCHES. LANDSCAPE SYNOPSIS (PART OF PHASE ON OF PROJECT) 6. PROPOSED CUTTER LINE IS TO BE MAINTAIN6 AY FA6E ___ DEVELOPED SITE AREA 1- 67,360 SF OF o6saNG CIJRE3. NORTH ROOFED OVER IMPROVEMENTS - 8,026 SF NORTH 7. SAW CUT &STING CURB AT EACH END AN6 KNOCK CUT AREA TO BE CONSIDERED 58,432 SF CURB FROWN BEGINNING TO END 0 PROPOSED aRNEWAY. PtHis LAN 1 A TO C RTIf'Y THAT THE CITE' OF LA POkTE, TEXAS HAS APPROVED THIS ITS STORM DRAINAGE NOTES: E. SAW CUT EXISTING OAVEMENT A MINIMUM OF 12 INCHES ND DEVELOPMENT OF THE TEXANS SPORTS 6% OF AREA CONSIDERED - 3,506 SF 11� L � � b BAR &GRILL IN CONFORMANCE WITH AWAY FROM FACE OF CURB (GETTER LINE) AND BREACK E RDINANbES OF THE CITI� OF LA PORTE. AREA PROVIDED - 4,576 SF 1. PLUMBING OR DRAIN LAYER CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY ALL FEES AND PRO TATA THAT APPLIES TO HIS WORK BEFORE CONSTRUCTION OUT TO EXPOSED EXISTING R6NF�RCE MENT sTEEL PER CENT OF LANDSCAPING =a I.SX EGINS '(INCI UDE$ OPENING IN STREET. BORE AND JACK, MR TO CURB INLET. 0. COMPACT SUBGRADE FOR PROPOSED DRNEWAY CONNECIl1 " MANHOLES. ROOF DRAINS, OR OUTSIDE DOWNSPOUTS CONNECTIONS TO DRAINAGE 'TREE 'TYPE: LIVE OAK 1 1/2 CALIPER SYSTEM, CATCH BASIN OR OUTSIDE AREA DRAIN, AND GROUND IN STORM DRAIN ION FROM PROPOSEC SAWN Cl}T AT EXISTING, PAVEMET - SHRUB TYPE: WAXED LEAF LUGUSTRUM PIPE, ETC.) Tb RIs;HT bF W Y LINE, COMPACT TO 57� OF STANDARD CITY i0F OR TEXA 2. ALL NEW FINISHED ELEVATIONS SHOWN ARE TOP OF NEW PAVEMENT OR GUTTER GRADES UNLESS SHOWN OR NOTED OTHERWISE. PROCTOR DENS ' (+/- 2% MOISiUR . THE COUNT' DIRECTOR, PL.ANN I� DEP RTMIENT 3. TENS STORM DRAINAGE SYSTEM IS DESIGNED ON A THREE YEAR RAINFALL FREQUENCY. ENGINLER RESERVES THE RIGHT TO RE DIRE LABORATORY T1-�IS: TRACT IS IN ZONE X AND NOT WITHIN THE . TESTS TO CE CONDUCTED. � ' 4. 'ALL UNDERGROUND RGROUND UTILITIES SHOWN ARE NOT GUARANTEED TO BE COMPLETE L 100 `YEAR FLOOD PLAIN ACCORDING TO THE FEMA OR DEFINITE, BUT WERE OBTAINED FROM THE BEST INFORMATION AVAILABLE. 10. IF MORE THAN ONE PROPOSED DRWEWAY IS BUILT 0 S. ALL UNDERGROUND- UTILITIES SHALL BE VERIFIED IN THE FIELD PRIOR TO i- MI HAEL HUELSEBUSCH, AM RE�IS RED UNDER 'THE LAWS OF THE SPATE OF TEXAS to MOP 48 o1CO940J. DATED 11-6-9E3. CONSTRUCTION# ANY CONFLICTS FOUND DURING VERIFICATION SHALL BE REPORTED ikE SAME PROPERTY, SAID DRIVE1iI�AYS 'SHALL 13E SEP- PR Cif I THE PROFFESSION OF ENGINEERING ANd HEREB`I` CERTIFir THAT 'THE ABOVE $ �� ENGINEER IMMEDIATELY. �U ERATE6 BY A M INIMUM DISTAL CE OF 26 FEET ROADWAYS SI P N IS TRUE AND CORRECT AND •WHAT` ALL BEARINGS, DISTAANCES, ANGLES, � TR T� REALIr 22 T567, COORDINATING COMMITTEE FOR THE HOUSTDN + . METROPOLITAN AREA AT 223--4567, 48 HOURS PRIOR TO EXCAVATION DR CURBS AND SIDEWi�LICS). REINFORCING STEEL Tb Bi CURVE AD AND CEI TRA ANGLES ARE ACCURATELY SHOWN bN TFIE PLAT. CONSTRUCTION. �LETVbTED A MINIMUM OF 3" ABOVE SUBGI ADE. ;(3 IN --CH IN UFACTI,iR6 6R4IRS ARE REQUIRED WITIII MA iMUM r' NAME OF DEVELOPMENT: TEXANS SPORTS BAR &GRILL SPACING bF 7� INCHES C/C EACH L. MICHI4 `I_ HUE SEEIUSCH, TEXAS REGISTERED ENGINEER NO.5543 �, A, A TYPE OF DEVELOPMENT: COMMERCIAL BUILDING & �'��' °e `�`�� ' � �,� PARKING LOT L. MIdHAEL HUELSEIJUSdH, P.E. ;.a:....,..A DWNERt MILAD ELIAS �18 Fjrdt Street ,€l.YHU 1,,EBUSCII BUILDER: A & M CONSTRUCTION ............. e 9 � �� CAII �� Il Q�r-®11f1 Hufnbl6, Texas i7338 . �� ZONED: GENERAL COMMERCIAL BASED ION �'HREE YEAR REQU�NC� (281) 540-84�5 ,• JOB ADDRESS: 10003 SPENCER HWY I f i I , I I II I i I ONE/ CRY a METAL BUILDING.- 8 928 S.F./ 11 NEW PHW M F.F. 23.00 1 I PROJECT INFORMATION 1 PROJECT LOICATION:'IOQO3 +SPENCER HIGHWAY _0vAOANt LOT 11 I SITE AR 67,sQ SF 0p PARIcNo0G,1>zRAgE 1 � Ti BUILDING HEIGMl`: &i'�» `y HA Q°Na,t4V8 j I 1 I PARKING PRbV1DiD: $9 STANDARD BRACES1e,4712 ACRES, 1 4 ACCES�ISLF A-482 1 bESIGN 6ODE: 1094 STANDARD BUILDING CODE o F nil bCCUPANCY TYPE: M;-1 1 0� bONSTRUCTI6N TYREt 5 *7 UNPROTECTED � Al f-11.0D0,- BUILDING AREA: tiw 1rlro ` ` Atj�a'' -17 BASE ALLOIWAAEIILE: 9jOQ0 SF !!'ROPOSED: 8,0�8 SF 0 R D PA 0 ; PHA I TPb bQCUPANCY LOAD:' ^^0, �34 PEOPLE QNSTRUCi16N: 06R; C NCRETE SLAB iNAL-LS: R- N L AND EIFS RQOIr: f - AN L OWR PUOUNS # It ..- L- . - ...----- ------ ---1-- Id►>r�e• �� / I MODEL CC9MIQT•3,SM / , HP I no" - OF UTILITIES AT FRONT OF PHASE 2 LOT, 0 • AWAY VARY OM,THI DRAWING - TRACTO1t SHOuLO CONFIRM 1 2v•0 EXIST. STY. SEWER E£Ebl ANY EXOAVA ON OR OTHER ORK _ w - --ter _ �_ `L BB INLET ti•. 10�� O� DDITIONAL 'PARKING FOR WILL BE ASPHALT,' ALSO TIpP t M.H. ry PI OVIDE LIGHTINGi STkIPING. AND LANDSCAPING AS SHOWK1 (OESIdNATED AS PHASE 2 OF PROJECT. SPENCER HIGHWAY NG ,b0' R.64, PROW OSEO Z" ___-N d�AINAGE PLAN' MH MH AREA Runoff Sum of Intensity Sum, of Time of Reach Diam. Span dope Manning'o Design Design Fall i onhole FloWiine �y1owitn$�'� �� A'ctuol Hydraulic Change Elevation of Elevation of Natural Natural From To (Acres) Coefficient C�A I 11 Howl Co c. Length or Also (in) � "n' 0000CIty Velocity (feet) brop Elevation 6levatibn Velocity Gradient in Head Hyd. Grad. Hyd. Grad. Ground Ground C (InAr,1 (ofa) (M n) (fast) (in) (c%) (ft/seb) tfeet) Upstream Downstream (ftfsec) X (feet) Upstream Downstream Upstream Downstream (feet) (feet) (feet) (feet) (feet) (feet) 1 2 .40, .9b .36 3.88 1,31 2150 180 16 -+'- .38 0.013 1.65 3.0 .69 0 �- 18.77 3,0 .3$ 69 - - - 19.77 22.00 21.85 2, 4 .41 .9b .137 3.88 1.4 23�50 220 1 30 0.013 137 3.0 {a6 0 18.77 18.11 3,0 .30 66 19.77 19.11 21.85 20.84 3 4 .39; .9 .35 3.88 1.3, 23i47 82 15 -�-- .22 0.013 3,69 3.0 18 0 18.11 17:93 3.0 .22 18 19.36 19.18 20.84 21.57 4 5 , .34; .9�7 30 3.9fl 1.1 23�'27 , 15 , 1 -�- .17 0.013 5428 3.0 .62 0 17,93 17.91 3.0 .17 .02 19.43 19.41 21.57 21.52 5 S 0 {I 0 0 5.3# b 10 , 2 -'-- .18 0.013 9;42 3.0 .02 5.fl 17.91 17.89 .3.0 .12 .02 -19.91 19.89 21.52 21.29 SITE PLAN LEGEND PIPE SCHEDULE PROPERTY LINE SANITARY SEWER LINE-�-•�---- SS SAN. SEWER TO BE P.V.C. SCHEDULE 40 WATER LINE W STORM SEWER TO BE HDPE WATER OUSIDE BUILDING TO BE P.V.C. SCHEDULE 40 STORM SEWER LINE ST WATER INSIDE BUILDING TO BE TYPE L COPPER ELEC. (POWER) LINE E SITE NOTES GAS UNE G 1. CONiRACTIOR SHALL VERIFY ALL JOB DIM. & TELEPHONE T CON67EON THE WOW AS THE CONTRACTOR ALONE CABLE LINE C IS RESPONSIBLE FOR SUCH. 2 CONTRACTOR SMALL FIELD VERIFY LOCATION CATCH BASIN 0 C.B. OF UTILITIES, StORM & SEWER LINES & N011FY ARCHITECT OF ANY POTENTIAL MANHOLE QM.H. TIA 3. WORK SHALL COMPLY W/ GOVERNING FENCE .•--- RULES & REGULATIONS. NEW ELEVATION 4. REFER TO CIVIL DRAWING FOR RELATED WORK & DETAILS. EXISTING ELEVATION k1p 5. PROVIDE SIGNAGE FOR HANDICAPPED ELEVATION EL PARKING TO COMPLY WITH ADA REQUIREMENTS 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. & REF. M LANDSCAPE FROM THIS PAGE FOR NEW TREE NEW TREE & SHRUBS TO BE PLANTED. 9. PROVIDE a WIDE YELLOW PARK'G STRIPS & NEW SHRUB ED SYMBOLS AS SHOWN. GREASE TRAP & SAMPLE WELL O O 10. REF. TO CIVIL & MEP DRAWINGS FOR ADDITIONAL WORK. .:zz Cz LZ (') Co .r, X cy Cz C) 0 p CL, co T # Date Description 1 10,01.04 SCHEME 1 2 10,06.04 SCH1-REV1 Project No. 0301.12 PARKING Sheet No. 0/9- 8�-23 - --_--_---- • • NG SIGN EXACT CONFIGURATION OF UTILIM AT MF�OOFN7T OF PHASE 2 LOT n' PH3 SIDEWALK EXISTING PH 1 SID EXISTING PH1 SID ALK AWAY VARY FROM IRIS DRAWING - CONTRACTOR SHOULD COrIFTRM 1 20•�% DRIVEWAY DRIVEWAY BEFORE ANY EXCAVATION OR OTHER Ionic ADDITIONAL PARKING FOR MILL BE ASPHALT, ALSO s•-a' za-D- 4G -a- es'_o• PROVIDE LIGHTING, STRIPING AND LANDSCAPING AE SPENCER HIGHWAY SHOWN (DESIGNATED AS PHASE 2 OF PROJECT, EXISTING 100' R.O.W. PROPOSEb SITE PLAN EXISTING TEXANS SPORTS BAR AND GRIII.E TO iSTiNG ROADWAY RF.INFORCIN WRH A MINI- S ALE: 1 = 30 = SCALE: 1 = 30 -p (INCLUDING BUILDING, PATIOS, SIDEWALKS, PARKING. I UM� bF.8' INCHES. LANDSCAPE SYNOPSIS (PART OF PHASE ON OF PROJECT) 6. PROPOSED CUTTER LINE IS TO BE MAINTAIN6 AY FA6E ___ DEVELOPED SITE AREA 1- 67,360 SF OF o6saNG CIJRE3. NORTH ROOFED OVER IMPROVEMENTS - 8,026 SF NORTH 7. SAW CUT &STING CURB AT EACH END AN6 KNOCK CUT AREA TO BE CONSIDERED 58,432 SF CURB FROWN BEGINNING TO END 0 PROPOSED aRNEWAY. PtHis LAN 1 A TO C RTIf'Y THAT THE CITE' OF LA POkTE, TEXAS HAS APPROVED THIS ITS STORM DRAINAGE NOTES: E. SAW CUT EXISTING OAVEMENT A MINIMUM OF 12 INCHES ND DEVELOPMENT OF THE TEXANS SPORTS 6% OF AREA CONSIDERED - 3,506 SF 11� L � � b BAR &GRILL IN CONFORMANCE WITH AWAY FROM FACE OF CURB (GETTER LINE) AND BREACK E RDINANbES OF THE CITI� OF LA PORTE. AREA PROVIDED - 4,576 SF 1. PLUMBING OR DRAIN LAYER CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY ALL FEES AND PRO TATA THAT APPLIES TO HIS WORK BEFORE CONSTRUCTION OUT TO EXPOSED EXISTING R6NF�RCE MENT sTEEL PER CENT OF LANDSCAPING =a I.SX EGINS '(INCI UDE$ OPENING IN STREET. BORE AND JACK, MR TO CURB INLET. 0. COMPACT SUBGRADE FOR PROPOSED DRNEWAY CONNECIl1 " MANHOLES. ROOF DRAINS, OR OUTSIDE DOWNSPOUTS CONNECTIONS TO DRAINAGE 'TREE 'TYPE: LIVE OAK 1 1/2 CALIPER SYSTEM, CATCH BASIN OR OUTSIDE AREA DRAIN, AND GROUND IN STORM DRAIN ION FROM PROPOSEC SAWN Cl}T AT EXISTING, PAVEMET - SHRUB TYPE: WAXED LEAF LUGUSTRUM PIPE, ETC.) Tb RIs;HT bF W Y LINE, COMPACT TO 57� OF STANDARD CITY i0F OR TEXA 2. ALL NEW FINISHED ELEVATIONS SHOWN ARE TOP OF NEW PAVEMENT OR GUTTER GRADES UNLESS SHOWN OR NOTED OTHERWISE. PROCTOR DENS ' (+/- 2% MOISiUR . THE COUNT' DIRECTOR, PL.ANN I� DEP RTMIENT 3. TENS STORM DRAINAGE SYSTEM IS DESIGNED ON A THREE YEAR RAINFALL FREQUENCY. ENGINLER RESERVES THE RIGHT TO RE DIRE LABORATORY T1-�IS: TRACT IS IN ZONE X AND NOT WITHIN THE . TESTS TO CE CONDUCTED. � ' 4. 'ALL UNDERGROUND RGROUND UTILITIES SHOWN ARE NOT GUARANTEED TO BE COMPLETE L 100 `YEAR FLOOD PLAIN ACCORDING TO THE FEMA OR DEFINITE, BUT WERE OBTAINED FROM THE BEST INFORMATION AVAILABLE. 10. IF MORE THAN ONE PROPOSED DRWEWAY IS BUILT 0 S. ALL UNDERGROUND- UTILITIES SHALL BE VERIFIED IN THE FIELD PRIOR TO i- MI HAEL HUELSEBUSCH, AM RE�IS RED UNDER 'THE LAWS OF THE SPATE OF TEXAS to MOP 48 o1CO940J. DATED 11-6-9E3. CONSTRUCTION# ANY CONFLICTS FOUND DURING VERIFICATION SHALL BE REPORTED ikE SAME PROPERTY, SAID DRIVE1iI�AYS 'SHALL 13E SEP- PR Cif I THE PROFFESSION OF ENGINEERING ANd HEREB`I` CERTIFir THAT 'THE ABOVE $ �� ENGINEER IMMEDIATELY. �U ERATE6 BY A M INIMUM DISTAL CE OF 26 FEET ROADWAYS SI P N IS TRUE AND CORRECT AND •WHAT` ALL BEARINGS, DISTAANCES, ANGLES, � TR T� REALIr 22 T567, COORDINATING COMMITTEE FOR THE HOUSTDN + . METROPOLITAN AREA AT 223--4567, 48 HOURS PRIOR TO EXCAVATION DR CURBS AND SIDEWi�LICS). REINFORCING STEEL Tb Bi CURVE AD AND CEI TRA ANGLES ARE ACCURATELY SHOWN bN TFIE PLAT. CONSTRUCTION. �LETVbTED A MINIMUM OF 3" ABOVE SUBGI ADE. ;(3 IN --CH IN UFACTI,iR6 6R4IRS ARE REQUIRED WITIII MA iMUM r' NAME OF DEVELOPMENT: TEXANS SPORTS BAR &GRILL SPACING bF 7� INCHES C/C EACH L. MICHI4 `I_ HUE SEEIUSCH, TEXAS REGISTERED ENGINEER NO.5543 �, A, A TYPE OF DEVELOPMENT: COMMERCIAL BUILDING & �'��' °e `�`�� ' � �,� PARKING LOT L. MIdHAEL HUELSEIJUSdH, P.E. ;.a:....,..A DWNERt MILAD ELIAS �18 Fjrdt Street ,€l.YHU 1,,EBUSCII BUILDER: A & M CONSTRUCTION ............. e 9 � �� CAII �� Il Q�r-®11f1 Hufnbl6, Texas i7338 . �� ZONED: GENERAL COMMERCIAL BASED ION �'HREE YEAR REQU�NC� (281) 540-84�5 ,• JOB ADDRESS: 10003 SPENCER HWY I f i I , I I II I i I ONE/ CRY a METAL BUILDING.- 8 928 S.F./ 11 NEW PHW M F.F. 23.00 1 I PROJECT INFORMATION 1 PROJECT LOICATION:'IOQO3 +SPENCER HIGHWAY _0vAOANt LOT 11 I SITE AR 67,sQ SF 0p PARIcNo0G,1>zRAgE 1 � Ti BUILDING HEIGMl`: &i'�» `y HA Q°Na,t4V8 j I 1 I PARKING PRbV1DiD: $9 STANDARD BRACES1e,4712 ACRES, 1 4 ACCES�ISLF A-482 1 bESIGN 6ODE: 1094 STANDARD BUILDING CODE o F nil bCCUPANCY TYPE: M;-1 1 0� bONSTRUCTI6N TYREt 5 *7 UNPROTECTED � Al f-11.0D0,- BUILDING AREA: tiw 1rlro ` ` Atj�a'' -17 BASE ALLOIWAAEIILE: 9jOQ0 SF !!'ROPOSED: 8,0�8 SF 0 R D PA 0 ; PHA I TPb bQCUPANCY LOAD:' ^^0, �34 PEOPLE QNSTRUCi16N: 06R; C NCRETE SLAB iNAL-LS: R- N L AND EIFS RQOIr: f - AN L OWR PUOUNS # It ..- L- . - ...----- ------ ---1-- Id►>r�e• �� / I MODEL CC9MIQT•3,SM / , HP I no" - OF UTILITIES AT FRONT OF PHASE 2 LOT, 0 • AWAY VARY OM,THI DRAWING - TRACTO1t SHOuLO CONFIRM 1 2v•0 EXIST. STY. SEWER E£Ebl ANY EXOAVA ON OR OTHER ORK _ w - --ter _ �_ `L BB INLET ti•. 10�� O� DDITIONAL 'PARKING FOR WILL BE ASPHALT,' ALSO TIpP t M.H. ry PI OVIDE LIGHTINGi STkIPING. AND LANDSCAPING AS SHOWK1 (OESIdNATED AS PHASE 2 OF PROJECT. SPENCER HIGHWAY NG ,b0' R.64, PROW OSEO Z" ___-N d�AINAGE PLAN' MH MH AREA Runoff Sum of Intensity Sum, of Time of Reach Diam. Span dope Manning'o Design Design Fall i onhole FloWiine �y1owitn$�'� �� A'ctuol Hydraulic Change Elevation of Elevation of Natural Natural From To (Acres) Coefficient C�A I 11 Howl Co c. Length or Also (in) � "n' 0000CIty Velocity (feet) brop Elevation 6levatibn Velocity Gradient in Head Hyd. Grad. Hyd. Grad. Ground Ground C (InAr,1 (ofa) (M n) (fast) (in) (c%) (ft/seb) tfeet) Upstream Downstream (ftfsec) X (feet) Upstream Downstream Upstream Downstream (feet) (feet) (feet) (feet) (feet) (feet) 1 2 .40, .9b .36 3.88 1,31 2150 180 16 -+'- .38 0.013 1.65 3.0 .69 0 �- 18.77 3,0 .3$ 69 - - - 19.77 22.00 21.85 2, 4 .41 .9b .137 3.88 1.4 23�50 220 1 30 0.013 137 3.0 {a6 0 18.77 18.11 3,0 .30 66 19.77 19.11 21.85 20.84 3 4 .39; .9 .35 3.88 1.3, 23i47 82 15 -�-- .22 0.013 3,69 3.0 18 0 18.11 17:93 3.0 .22 18 19.36 19.18 20.84 21.57 4 5 , .34; .9�7 30 3.9fl 1.1 23�'27 , 15 , 1 -�- .17 0.013 5428 3.0 .62 0 17,93 17.91 3.0 .17 .02 19.43 19.41 21.57 21.52 5 S 0 {I 0 0 5.3# b 10 , 2 -'-- .18 0.013 9;42 3.0 .02 5.fl 17.91 17.89 .3.0 .12 .02 -19.91 19.89 21.52 21.29 SITE PLAN LEGEND PIPE SCHEDULE PROPERTY LINE SANITARY SEWER LINE-�-•�---- SS SAN. SEWER TO BE P.V.C. SCHEDULE 40 WATER LINE W STORM SEWER TO BE HDPE WATER OUSIDE BUILDING TO BE P.V.C. SCHEDULE 40 STORM SEWER LINE ST WATER INSIDE BUILDING TO BE TYPE L COPPER ELEC. (POWER) LINE E SITE NOTES GAS UNE G 1. CONiRACTIOR SHALL VERIFY ALL JOB DIM. & TELEPHONE T CON67EON THE WOW AS THE CONTRACTOR ALONE CABLE LINE C IS RESPONSIBLE FOR SUCH. 2 CONTRACTOR SMALL FIELD VERIFY LOCATION CATCH BASIN 0 C.B. OF UTILITIES, StORM & SEWER LINES & N011FY ARCHITECT OF ANY POTENTIAL MANHOLE QM.H. TIA 3. WORK SHALL COMPLY W/ GOVERNING FENCE .•--- RULES & REGULATIONS. NEW ELEVATION 4. REFER TO CIVIL DRAWING FOR RELATED WORK & DETAILS. EXISTING ELEVATION k1p 5. PROVIDE SIGNAGE FOR HANDICAPPED ELEVATION EL PARKING TO COMPLY WITH ADA REQUIREMENTS 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. & REF. M LANDSCAPE FROM THIS PAGE FOR NEW TREE NEW TREE & SHRUBS TO BE PLANTED. 9. PROVIDE a WIDE YELLOW PARK'G STRIPS & NEW SHRUB ED SYMBOLS AS SHOWN. GREASE TRAP & SAMPLE WELL O O 10. REF. TO CIVIL & MEP DRAWINGS FOR ADDITIONAL WORK. .:zz Cz LZ (') Co .r, X cy Cz C) 0 p CL, co T # Date Description 1 10,01.04 SCHEME 1 2 10,06.04 SCH1-REV1 Project No. 0301.12 PARKING Sheet No. 0/9- 8�-23 SITE PLAN LEGEND PIPE SCHEDULE PROPERTY LINE SANITARY SEWER LINE-�-•�---- SS SAN. SEWER TO BE P.V.C. SCHEDULE 40 WATER LINE W STORM SEWER TO BE HDPE WATER OUSIDE BUILDING TO BE P.V.C. SCHEDULE 40 STORM SEWER LINE ST WATER INSIDE BUILDING TO BE TYPE L COPPER ELEC. (POWER) LINE E SITE NOTES GAS UNE G 1. CONiRACTIOR SHALL VERIFY ALL JOB DIM. & TELEPHONE T CON67EON THE WOW AS THE CONTRACTOR ALONE CABLE LINE C IS RESPONSIBLE FOR SUCH. 2 CONTRACTOR SMALL FIELD VERIFY LOCATION CATCH BASIN 0 C.B. OF UTILITIES, StORM & SEWER LINES & N011FY ARCHITECT OF ANY POTENTIAL MANHOLE QM.H. TIA 3. WORK SHALL COMPLY W/ GOVERNING FENCE .•--- RULES & REGULATIONS. NEW ELEVATION 4. REFER TO CIVIL DRAWING FOR RELATED WORK & DETAILS. EXISTING ELEVATION k1p 5. PROVIDE SIGNAGE FOR HANDICAPPED ELEVATION EL PARKING TO COMPLY WITH ADA REQUIREMENTS 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. & REF. M LANDSCAPE FROM THIS PAGE FOR NEW TREE NEW TREE & SHRUBS TO BE PLANTED. 9. PROVIDE a WIDE YELLOW PARK'G STRIPS & NEW SHRUB ED SYMBOLS AS SHOWN. GREASE TRAP & SAMPLE WELL O O 10. REF. TO CIVIL & MEP DRAWINGS FOR ADDITIONAL WORK. .:zz Cz LZ (') Co .r, X cy Cz C) 0 p CL, co T # Date Description 1 10,01.04 SCHEME 1 2 10,06.04 SCH1-REV1 Project No. 0301.12 PARKING Sheet No. 0/9- 8�-23 .:zz Cz LZ (') Co .r, X cy Cz C) 0 p CL, co T # Date Description 1 10,01.04 SCHEME 1 2 10,06.04 SCH1-REV1 Project No. 0301.12 PARKING Sheet No. 0/9- 8�-23 0/9- 8�-23