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Home My WebLink About20170331152902594VICMTY MAP: 540S r�'225 0 1n z LLI !n NORTH 'P' ST. NORTH 'L' ST. - — - — - - — - — N 8" SEWER MAIN A.F.F. ABOVE FINISH FLOOR E.T.R. EXISTING TO REMAIN H.C. HANDICAPPED ACCESSIBLE N.I.C.NOT IN CONTRACT PROP, PROPOSED TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE F.F. FINISH FLOOR \. \. ASPH. ASPHALT B.L. BUILDING LINE C.B. CATCH BASIN C.J. CONTROL JOINT C.O. CLEAN OUT CONC. CONCRETE D/W DRIVEWAY E.J. EXPANSION JOINT O F.H. FIRE HYDRANT G.M. GAS METER GUY GUY ANCHOR H.C. HANDICAPPED ACCESSIBLE H.B. HOSE BIBB I.R. IRON ROD L.P. LIGHT POLE LSC. LANDSCAPING M.H. MANHOLE M.O.P. MOUNTED ON POLE O.H.D. OVERHEAD DOOR O.H.E. OVERHEAD ELECTRICAL P.O.A. POINT OF ATTACHMENT P.O.B. POINT OF BEGINNING P.M. POLE MOUNTED Q P.B. PIPE BOLLARD P.L. PIPE LINE 0 P.P. POWER POLE R.C.P. REINFORCED CONCRETE PIPE S.S. SANITARY SEWER TS&V TAP, SLEEVE, & VALVE ❑ W.M. WATER METER W.V. WATER VALVE XFMR. TRANSFORMER U.E. UTILITY EASEMENT U.G. UNDERGROUND U.G.E. _ UNDERGROUND ELECTRICAL _ O.H.E. OVERHEAD ELECTRICAL V.B.I. VACUUM BREAKER IRRIGATION B.L. _ , _ BUILDING LINE LOT LINE DUMPSTER NOTES: 1. ALL ITEMS ARE EXISTING UNLESS NOTED PROPOSED. 2. NO GAS LINE PROPOSED AT THIS TIME. 3. DEVELOPMENT FEES HAVE BEEN PREVIOUSLY PAID ON OUTLOTS 903, 912, 917. 4, NO WATER METER PROPOSED AT THIS TIME. 5. DUMPSTER TO REMAIN SCREENED FROM RIGHT OF WAY AT ALL TIMES. 6. NO NEW WATER OR SEWER TAPS PROPOSED AT THIS TIME. orthP Street(80' R.O.W.)----------- Landscape Plan SCALE 1" = 30'-0" 00.0 ELEVATION —a—o- CHAIN LINK (6'-0" TALL) WITH 3-STRANDS BARB -WIRE ABOVE FENCE - WOOD --o--o FENCE - CHAIN LINK (6'-0" TALL) WITH SLATS X x X X- FENCE - BARBED WIRE - PROPERTY LINE () (RECORD CALL) SEWER MAIN LINE ----------- WATER MAIN LINE BASE MATERIAL M: CONCRETE - AREA PAVING •. LANDSCAPE LEGEND: SYMBOL NAME TYPE SIZE QUANTITY VARIOUS EXISTING TREE VARIES APPROX. 10+ LIVE OAK TREE 5" CALIPER 7 EXST VARIEGATED WAXLEAF SHRUB 24" TALL 24 EXST. LIGUSTRUM e9� `dm LOROPETALUM (CHINESE RUBRUM) SHRUB 1 8" TALL 33 EXST. IN BRADFORD t CYPRESS TREE 5" CALIPER 5 JAPANESE BOXWOOD SHRUB 24" TALL 16 EXIST. GRASS 6" DIA. SCHD-40 STEEL_ PIPE CONCRETE FILLED TOP OF PAVING PIPE BOLLARD (N.T.S.) 1" REMOVABLE CAP STRIP 3/4" REDWOOD 3/4" DOWEL, 12" O.C. EXPANSION JOINT (N.T.S.) (AT AREA PAVING) SAW CUT 25% OF CONC. DEPTH TOP OF PAVING 1111=1111=1111 CONTROL JOINT 1/2" SOLID ASPHALT BOARD 3/4" DOWEL, 36" O.C. AND 12" O.C. ® DOORWAYS SLAB 1111=1111=IIII=1111 :' ' •'':�'.•,'.:.': AREA PAVING @ BUII DING (N.T.S.) - - - - - - - - - - - - - - - - ------------ ------ -6" ATER MAIN -- -__-- , W.V. PROP. 20' WIDe I J PDiFt•^Na WITH I ,lry•• - MIN. 39 RADIUS - --- - _ - --- 50' DRIVE _----- --x- B" SEWER MAIN EXIST. F.H./-W.V. L T SEWER • R.O.P.'•ti:. •.1 WATER •Lfi.- A _70_' 30v min =m' .. istauw @�L4 �L'..i� TAP & 1" W. .W/R.P.Z.'3^- ®�® a 7,n'.N2la %i8Fwm 4aw PRIVATE 1-1/4" WATER LINE 4'x8' SIDEWALK 14' GATE & 6' HIGH CHAIN UNK FENCE PRIVATE 4" SEWER LINE SAMPLE WELL 'I.T.' STUBBED OUT FROM FROM OFFICE H.B./W.V. 2" I.T. LINE SCHEDULE 40 UNDERGROUND PRIVATE 4" SEWER LINE PAD MID. XFMR U.G.E. SERVICE S.S. .I.. SAMPLE WELL M1O•. C . CO M m 0� X o Cn z o ti �ry0••. CENTERPOINT GROUND AND AERIAL EASEMENI`� FULL LENGTH OF WEST P.L Quinton L. Berry H.C.C.F. No. D162351 2" SCHEDULE 40 a•; UNDERGROUND FOR 'I.T.' 4' f •;• EAST OF P.L. �.1 PRIVATE 3" FORCED ' SEWER MAIN W/ 2.5' �;• COVER 5' EAST OF P.L. ' 2" AIR LINE STAINLESS STEEL UNDERGROUND 6' ' EAST OF P.L. .... U.G.E. SERVICE 4" S.S. H.B. & W.V. L '" 2" SCHEDULE 40 STUBBED UP INTO MECH. ROOM FOR I.T. SAMPLE WELL PROP. I^ 10 LF. SCHEDULE ( ,I 40 3" SLEEVE Y PROP. 4" S.S. l PROP. PRIVATE 1-1/4" WATER UNE F: , PROP. U.G.E. SERVICE I� PROP. P.P. III PROP. PAD MID. XFMR w ,I P.P. \ ,3 , D' L.F. 'SC(iEDU(.l; •; 40 3" SLFEj�F•:;•; MAIN ,e®CR MAIN 6" WATER H urr. Y' :A L I ^ !Iizl�4 s!I !11 iii............f ;. .fin •-;„ �• P1/-St•"' O It t:•L `:::..: ••,� 11. VNVN / ': PAD MID. XFMR �:•j ); III: y':..: _ r .Ya :•r.•��. 'il. �('': 7'., SY '0` ' U.G.E. SERVICE >t ABEA � P.OA .".,:' P.P. PAVING �j 12' PUBLIC UTILITY • �I ` FULL ' : EASEMENT L LENGTH OF FA5f P.L. TOTAL BLD `"';` -' 23,704 SF. :'?Q :e•c7 J,, • z o �p.o.A. PROP. �a COATINGS BLDG /r EXPANSION 84'40"x182'-6" - . SF. F.F.-22.75 16,541 SF. i fro DRAINAGE SWALE DRAINS INTO EXISTING HARRIS COUNTY BACK SLOPE SWALE NOTE: ALL ITEMS ARE 'EXISTING' UNLESS NOTED 'PROPOSED' PROPOSED 30'R B" PAVING 24,324 S.F. k C'-.: :;:.:•.c::;.b, ;':`:'.: i•:i•.:.:: PfIWNCs.::i:.:.::'• PROP. RELOCATED F.H. i.:,. •,:,->'M .2" BLOW OFF RISER & AMDONED r..2° GV BY CONTRACTOR CTED BY CITY. ':oP.' � LIC 6" INSPE '"' ,.R, MAN ^ zi.an 41 II GRAVITY • • • • • ' 3" WHITE LETTERING (NO 4 ITY II I FLOW S. FOR ('•: PARKING FIRELANE) FUTURE BLDG.. IIIIII ;••'::($CFEAI7EP-4I:PUAE�D•YT 6R'lIFF:Y.::•..:•..:�.::�.::�.::�::�.:.�:.�:.�•:.�.:.�:.�:.�:.�. I. : ' EVERY 50' O.C. BOTH SIDESP.P. II d� II �' ' •L�•'• .2 U n it Ir[ ..;�4?I'•,:• o col 711 :a I O Z �II m 4: c .• ' O U : eRoe: Rb.e :..... ' ' ' ::....< . ° •I) _ n L II r• aa� tK'• 4 I II "• I I F •F: II F;: • II F ' • P.P. n al. :. �OUTLO�t.: II 9111 7 :I:.., n 11 UL II F[ . J.j.''CYPRESS'.•.•.'.•.•.•.•.':.•.•.'.' k•: •'•:• •; r- DRAINAGE SWALE ` ` ` ` ` • ` ` ' ' ' DRAINS INTO EXISTING ` ` • ` ` •••�• HARRIS COUNTY ..,..... BACK SLOPE SWALE ftq ; <.: SITE PLAN GANTUA, LLC. 7.9735 AC. (347,326 SF.) ENOCH BRINSON SURVEY A-5 LOTS 903 AND 912 AND THE NORTH PORTION OF LOT 917 OF LA PORTE OUTLOTS HARRIS COUNTY, TEXAS Site Information: KEY MAP: 540S NAME OF DEVELOPMENT: North 'P' Street Project TYPE OF DEVELOPMENT- PROPOSED COATINGS BLDG. EXPANSION OWNER/DEVELOPER: GANTUA LLC. 3893 SUMMER MANOR DR. LEAGUE CITY, TX. 77573 BUILDER: FOLLIS CONSTRUCTION, INC. 111 N. BROADWAY LA PORTE, TX 77571 ZONED : LIGHT INDUSTRIAL (LI) PROPOSED USE: A.C.T. - INDEPENDENT TURBO SERVICES (N.A.I.C.S. CODE 811310) JOB ADDRESS: 12022-B NORTH 'P' ST. LA PORTE, TX. 77571 SURVEYOR: TETRA SURVEYS & APPRAISALS 5909 WEST LOOP SOUTH, SUITE 600 BELLAIRE, TX 77401 713-462-6100 HCAD NUMBER: 0231470000903 Lot/Building Coverage: Parking Requirements: NUMBER OF EMPLOYEES 45 TOTAL LOT = 347,326 SF. = PARKING SPACE MIN. = 4 EXISTING BUILDINGS = 66,098 SF. LI 45 EMPLOYEES/1.5 = 30 = 30 PROPOSED BUILDING EXPANSION = 17,601 SF. PARKING SPACES REQUIRED = 34 TOTAL BUILDING COVERAGE = 83,699 SF. EXISTING PARKING = 33 EXISTING H.C. PARKING = 2 BUILDING PERCENT LOT COVERAGE 24.1 = 24% TOTAL PARKING SPACES = 35 (NOTE: ALL PARKING SPACES ARE A MINIMUM OF 9'x18') Flood Zone Note: FLOOD ZONE - 'X' THIS TRACTLIES IN ZONE 'X AS SHOWN ON F.E.M.A. 45L DATED JUNE 18 2007 MAP N0. 48201C0 9 , Site Detention: REQUIRED DETENTION IS NOT RE Q IN THE F101 WATERSHED WHEN DISCHARGING DIRECTLY INTO F101 PER PICIM I, HAMID R. SHOTORBANI, AM REGISTERED UNDER THE LAWS OF TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING AND HEREBY CERTIFY THAT THIS MINOR SITE PLAN IS TRUR P AND CORRECT AS TO PROPOSED SITE IMPROVEMENTS. ----=--------------- uqvj :(,..GCS 903 b 9i). aJ 14 N• HAMID R. SHOTORBANI P.E. Pwodn OF L04 917 t• 904* TEXAS REGISTRATION NO. 55164 This is to certify that the City of La Porte, Texas has approved this site plan and development of GANTUA, LLC. (North 'P' Street Project) in conformance with the laws of the State of Texas and the ordinances of the City of La Porte. By: -- ----------- La orte City Planner P.O. Box 1115 604 West Fairmont Parkway � La Porte, Texas 77571-6215 By-------------- Director, La Porte Planning Department N m U 0 a LL :✓ c C U L � � Cn wa I ) m Cn u° H O mm 2 LL C -9 L cn O 0 LO °C yF. i C �W: n C X _ ECG .c � 0 rmzr � � � 0 WC-4 O 0�� Zc_oCL ca C4 J O 00 J LU V M 0 o n. U �m J y2 " J N a m6 o c m4- U`i o S w Cn o �o� C� 0 I M Co E Ux�.o= C 8 Z (/) '� m Z Qm @I 9 o C m py� I- u �W rz ^°61n Win M Z� m E �K �cY SEAL to -y`P�E OF r+If O N ......o � • HAMID• R.• 6HOTORBANI � N �r I��n'RF55164 ,STER r O Signature: 0 0 O � a a fY Q 0 LU 0 0 Q a_ a a- m mmm I- F- Io 'a LU In O O O m DRAWN BY BJT CHECKED BY JMF SCALE 1"=60' DATE 07.21.16 JOB NO 3280N DRAWING NO Q5