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Home My WebLink AboutEQUISTAR / SHELL PUMP STATION SITE PLAN03'-08'-52" NORTH POWER POLE (NEW) LOUISIANA CHEMICAL EQUIPMENT HCAD #064-222-000-0032 TR 8D 12.7410 ac. ENOCH BRINSON SURVEY ABSTRACT 5 HARRIS COUNTY, TEXAS N 03'08'52" W 103.73' 9.3817 ACRE TRACT DOCUMENT NUMBER 20060203170 FILM CODE NO. #033-91-1181 OFFICIAL PUBLIC RECORDS OF HARRIS COUNTY, TEXAS SITE PLAN ACCURACY CERTIFICATE EXIST. F.H. 20'-0" E1 cV Uri rn CV E; N u7 bo 0 i� 0 z J w 0 w rn 0 d 0 �0'-O'PROPOSED PRIVATE ACCESS ROAD .20'-0"PROPOSED PRIVATE ACCESS ROAD N 03'08'52" W 103.73' I, melon Etemadi, am registered under the laws of the State of Texas to practice the profession of engineering and hereby certify that above plat or site plan is true and correct; and that all bearings, distances, angles, curve radiuses, and central angles are accurately shown on that plat. CITY APPROVING AUTHORITY CERTIFICATE e This is to certify that the City of Lo Porte, Texas has go:'�• approved this site plan and development for the :; Equistar/Shell station as described herein are in .040 i El conformance with the Ordinances of the City of La �;•'••• Porte. Planning Department: By tF"�4s�a i 11/26/07-PRS 20'-0" 'J 3 v, m m REF: EXIST. GRADE EL 21.90t SEE TOPO SURVEY PLAN TRI A 3TRANS. 0 o a PCR BUILDING (UNMANNED NOTE OL CENTER) (SEE 10.2624 ACRE TRACT DOCUMENT NUMBER M913443 FILM CODE NO. #193-79-1851 OFFICIAL PUBLIC RECORDS OF HARRIS COUNTY, TEXAS a � COMMUNICATIONS TOWER 34'-7Y4" a ❑ ❑ (UNDISTURBED EXISTING WHITE LIMESTONE) (PLANNED CHIP SEAL) EL +0.5 e- it D '6---II w - - o I HOUSTON DRIVE PROPOSED SITE M.L. N 88'10'46" E 281.53' 1S AREA (EXISTING) INC. HAS IS E ASED BY OWNER 0PSC, INCPC IT'S OWN APPROVED % / SITE Le DRAINAGE SYSTEM IN PLACE. / 0 0 0 0 0 0 r VICINITY MAP NOTES: 1. THE PROPERTY HEREIN DESCRIBED ON THIS SITE PLAN IS 10. AREAS SHOWN AS PROPOSED ROADS SHALL BE 20' TIDE ASPHALT, FOR PRIVATE USE BY ENTERPRISE PRODUCTS FOR USE AS WITH A MINIMUM 2" CROWN. ALL ROADS MARKED AR PRIVATE. AN UNMANNED PUMP STATION AND CONTROL CENTER OF 11. ALL AREAS INSIDE THE FENCE LINE, NOT SHOWN A HYDROCARBON PRODUCTS REGULATED BY D.O.T. PAVED ROAD SHALL HAVE A DUST FREE SURFACE CINTAINING 2. ALL CIVIL FOUNDATIONS ARE FOR THE PURPOSE OF PROVIDING MINIMUM OF 4" CHIP SEAL SURFACE LAYER. SUPPORT AND ALIGNMENTS OF SITE EQUIPMENT AND BUILDINGS 12: NEAREST FIRE HYDRANT IS APPROXIMATELY 764 FEE r ONLY. NORTH OF THE PROPOSED DEVELOPMENT. 3. ALL ELECTRICAL/INSTRUMENTATION ARE FOR THE SOLE PURPOSE 13. SITE IS A 0.1421 ACRE INDUSTRIAL DEVELOPMENT OF PROVIDING POWER AND OPERATIONAL CONTROL OF THE FROM A 2.0000 ACRE TRACT, PARCEL 11, pt. TR6, E. PUMPING STATION AND CONTROLLING EQUIPMENT ONLY. NO NON-. BRINSON SURVEY, ABS. No. 5, to FORTE, HARRIS CI JNTY, PRIVATE USE OF ELECTRICAL/INSTRUMENTATION IS AVAILABLE TX. VOLUME 5228, PAGE 532, FILM CODE 193-79-11 31, TO THE GENERAL PUBLIC. _ DEED RECORD OF HARRIS COUNTY. 4. DELETED 14. SITE IS OUTSIDE THE 0.2% FLOODPLAIN AS SHOWN 1 N FIRM 5. FENCING SHALL BE A 7 FOOT CHAIN LINK WITH 3 MAPS 48201CO935L DATED JUNE 18, 2007. STRANDS OF BARBED WIRE AND CONFORM TO 15. THE NORTH PROPERTY LINE IS ADJACENT TO THE U, ION ENTERPRISE PRODUCTS SPECIFICATIONS ES30A. PACIFIC RESIDUE OF 10.2624 ACRE TRACT, VOLUME 228, FOR TYPICAL FENCING DETAILS SEE DRAWING 942-0003. PAGE 532 FILM CODE 193-79-1851, DEED OF HARRI ; COUNTY. 6. HIGH POINT (HP) ELEVATION 100'-0' EQUALS ACTUAL 16. AREAS SHOWN AS C PLANTED WITH GRASS A D NATIVE WILD - ELEVATION 26'-0" LOW POINT (LP). ELEVATION 99'-3" FLOWERS SHALL BE SOWN WITH "TEXAS-OKLAHOMA I ATIVE ROADSIDE EQUALS ACTUAL ELEVATION 25'-3". MIX" PROVIDED BY NATIVE AMERICAN SEED, JUNCTI N, TEXAS 7. EXISTING SWALE SHALL BE CONTOURED TO AT A RATE OF Ya LB. PER 500 SQ.FT, WITH A MIN. I F 6% AREA MATCH CULVERT INVERT ELEVATIONS SHOWN (SITE PLAN SHEET 2). COVERAGE. 8. CULVERT SHALL HAVE A MINIMUM COVER OF 12" OF 17. NO POTABLE WATER, SANITARY SEWER, AND PLUMBIG CHIP SEAL. CULVERT SHALL TERMINATE W/GRAVITY DRAINAGE REQUIREMENTS ARE REQUIRED AT THIS SITE. INTO THE PSC DETENTION POND AS SHOWN. 18. THE ENTIRE SITE IS FEE SIMPLE (OWNER EPOLP) EX EPT AS NOTED 9. SITE SHALL BE CLEARED AND GRUBBED AND THE TOP 4" FOR THE LEASED AREA TO PSC, INC. OF TOPSOIL STRIPPED. AREA SHOWN AS ROADS SHALL BE 19. A LETTER OF VARIATION HAS BEEN SUBMITTED REQI _STING ON SITE FIRE STRIPPED TO 12 . ALL STRIPPED MATERIAL SHALL BE . PROTECTION (VIA HYDRANTS AND FIRE MAIN) NOT B INCLUDED. FIRE WASTED. DETECTION AND FOAM FIRE FIGHTING EQUIPMENT IS NCLUDED IN SITE "FACILITY DESIGN. THE VARIATION HAS BEEN ACCEPT D BY CITY OF LA PORTE FIRE MARSHALL. 20. FOR ELECTRICAL AND FENCING REQUIREMENTS, SEE' ;HEET 2 DRAWING 0706T 942-0003. LEGEND: 21. PSC, INC. (ADJACENT PROPERTY OWNER) HAS AGREI ) TO ACCEPT THE CALCULATED RUNOFF AS SHOWN HEREIN IN ITS PLAT VED DETENTION POND. Q - IRON ROD PROPERTY MARKER WITH CAP STAMPED "GULLET & 22. DETENTION CREDITS TO BE PURCHASED FROM PSC„ VC. NO LATER THAN ASSOCIATES" JUNE 2008 AT WHICH TIME BUILDING AND DRAINAG INFRASTRUCTURE SYSTEM WILL BE IN PLACE. sa - USAGE TYPE "G" MONUMENT TOP OF DISK ELEVATION = 20.01' - NATIVE WILDFLOWERS (SEE NOTE 16) J - SHALLOW ROOT SCHRUBS , SUCH AS CREPE MYRTLES OR OTHER. - -{ 1 Conc. Benchmark X EL. -0.5 0 X x 2� EL. 97.0' RELATIVE W W W n• 21 -7 16" 46'-6 $„ W W 44'-0 g 2� N " PIC I A1INCH ER W SWALE W W PROPOSED SITE M.L. N 87'23'29" E 167.8' W W CK W .,. W'`DC 9Y 9S' Vic ' GRAVEL � � W m CONTR PANEL F` o PAD W u _ ( 6" TO/FROM W PAD N SITE z 13294Z-13-D12-4" =W " ° W 18"-Y600 PIPELINE = W VIA SHELL TIE-IN W W N -Zia F- W W W STATION ?� N a_� i� _ (13294)-13_;T4" W DEL 1.50 z � o o PUMPS W W W (1329+15-D12-13 U L GATE t� �1� o 00 W W i W W W` W y W W ao CONNECTION 0 o FOR PORTABLE FLARE W V W .y .y W W W W �' W W W O W W W W W W W W W W W W W ,y W O s to ,y p Uj W W W W W W ,y W W W W W W �91� W W W W y W W W W W W W .y �, W W W m W W W W W W W W �, W �, W W W Y . W .,. W W W W SWALE W �I PROPOSED SITE M.L. S 87'03'46" W 387.45' OUTFALL CALCULATION: 0.2 AC-FT./FT. acre of impervious increase Per city of La Porte storage coefficient Area of Impervious Increase Proposed Impervious Area Ft-2 Landscape Area Ft-2 Total Area Ft-2 3260 71749 88383 (*) INCLUDING THE LEASED AREA w ii Required Volume Outfoll to PSC retention pond= 652 ft-3 / FENCE OUTFALL TO PSC RETENTION POND VIA 24" CORRUGATED PIPE, GRAVITY FED TO RETENTION POND. (LENGTH TO BE DETERMINED) (SEE NOTE 22.) OWNER: ENTERPRISE PRODUCTS OPERATING L.P. DEVELOPER: ENTERPRISE PRODUCTS OPERATING L.P. 11204 & 11208 SH 225 LA PORTE, TEXAS 77571 (SEE NOTE 13) FLOOD STATEMENT SITE IS 1N FLOOD ZONE "X" (SEE NOTE 14) CITY OF LA PORTE ZONING "LIGHT INDUSTRIAL" 4a.INC. Jos No. 1122-1185-06 APPROVED: PRS DATE: 01/08 APPROVED: oescNa+ N. ETEMADI DATE: 01/08 APPROVED: P. MARINSHAW DATE: 01/08 FILE: Mot UM 07067-0002.DWG DATE: 01/08 I•RPI7211k n T REFERENCE DRAWINGS EXXON MOBILE HCAD #064-222-000-0060 TR 8A, 9F, 9G 10.3020 ac. ENOCH BRINSON SURVEY ABSTRACT 5 HARRIS COUNTY, TEXAS W DESCRIPTION OF A 2.0000 ACRE SURFACE SITE AND 60' WIDE ACCESS ROAD ACROSS PROPERTY OF ALLWASTE TANK CLEANIN INC Metes and bounds description for a 2.0000 acre surface site I -reinafter referred to as PARCEL 11 extending over, through, along and across a called 9.3817 c :re tract of land recorded in Document No. 20060203170, Film Code No. 033-91-1181 an( called a 10.2624 acre tract of land recorded in Document No. M913443, Filn Code, 193-79-` 351, Official Public Records of Real Property, said tract being situated in the Enoch Brinson ; Jrvey, Abstract 5, Harris County, Texas, said PARCELS being more fully described as follows: All Bearings and coordinates are based on the "Texas Coordinc a System", South Central Zone (NAD 83) in feet. PARCEL II Metes and bounds description for the 2.0000 acre surface site Lis as follows: EL -1.50 BEGINNING at the most Northerly West property line of said 9. 317 acre tract and being South 03'00'38" East, a distance of 10.0 feet from the Northwest cc ner of said 9.3817 acre tract, said point having coordinates of N=13,819,285.90, E=3,219,526.35; ii7 v? THENCE North 86'16'37" East, a distance of 465.0 feet to Sto a "A" set at the POINT OF BEGINNING of this PARCEL II and having coordinates of N=13,8 9,316.10, E=3,219,990.34. w 00 THENCE North 03'08'52" West, a distance of 191.48 feet to iron rod with cap set at the <t Northwest corner of this 2.0000 acre surface site. iM N THENCE North 88'10'46" East, a distance of 281.53 feet to a V" iron rod with cap set at the o Northeast corner of this surface site. THENCE South 14'52'00" West, along the East line of said 10. 524 acre tract, some being the _j West line of the Exxon/Mobil Bayport to Baytown Corridor, a d Itonce of 198.62 feet to a concrete monument found at the Southeast corner of said 10.. 624 acre tract and in the North w line of said 9.3817 acre tract; H rn THENCE North 87'23'29" East, along the North line of said 9.3 ;17 acre tract, a distance of LLJ 167.87 feet to an iron rod found at the Norteast corner of s< d 9.3817 acre tract; cn a THENCE South 02'53'48" East, along the East line of said 9.3E 17 acre tract, some being the a REVISION TY OF LA PORTE , THENCE South 87'03'46" West, a distance of 387.45 feet to a W iron rod with cap set at the Southwest corner of this surface site; THENCE North 03'08'52" West, a distane of 103.73 feet to the POINT OF BEGINNING and containing 2.0000 acres of land. PARCEL III BEING -an access easement sixty (60) feet in width, being thirt, (30) feet on either side of the - following' described centerline: BEGINNING at a iron rod, found for an interior corner of said 0.2624 acre tract and being South',17'02'34" West, a distance of 30.0 feet from the most lortherly Northwest corner of said 10.2624 acre tract, said POINT OF BEGINNING having coordinate i of N=13,820,636.58, E=3,219,662.62; THENCE South 72'54'32" East, a distance of 262.7 feet to a I Ant; THENCE South 03'04'08" East. a distance pf 1,349.3 feet to tI s POINT OF TERMINUS of this PARCEL III having the coordinates of N=13,819,212.05, E=3,21i .985.9E TOTAL RODS: 97.70 BY DATE CHK. Enterprise Produ is Operating L.P. RMITTING 1 08 Houston Texas 1` nT & 11208 STATE HIGHWAY 2 SCALE DRAWN BY PRS LA PORTE, TEXAS 1'=20' CHECKED BY NE EQUISTAR ./ SHELL PUMP STATION SITE F LAN DATE 01/08 APPROVED PDM DRAWING VUMBER REV. PROJECT No, AFE-P12290 0-) 0 6 7- 9 42 - 0 0 0 25 #L6` Q7- 0-9 SITE PLAN ACCURACY CERTIFICATE I, Paul D. Marinshaw, a registered P.E. under the laws of the State of Texas to practice the profession of engineering hereby certify that the above site plan is true and correct; and that all information is true and correct as shown. CITY APPROVING AUTHORITY CERTIFICATE This is to certify that the City of La Porte, Texas has approved this site plan for the Equistar/Shell pump station as defined herein and development in conformance with the Ordinances of the City of La Porte. Planning Department A Director 11052 OLD LA PORTE ROAD LA PORTE, TEXAS 77571 (SEE NOTE 10) FLOOD STATEMENT SITE IS IN FLOOD ZONE "X" (SEE NOTE 11) CITY OF LA PORTE ZONING "LIGHT INDUSTRIAL" M Ip 1122-1185-06 APPrAI D: LBH DAIR 1 OB APPADM YWW DAM 1 08 APP110'm RVASM DAIS 1/08 FM 07061MMWG OAM3 1 OB REFERENCE DRAWINGS LO to Cr; CD w 00 M u7 (V O N _1 mg Cn W In 0 a. 0 Ir rz DEvhffi DOUSE SMNB GAR TSH TEMPERATURE SENP )R 0934 ar GAS DETECTOR xxxx EMERGENCY SHUT- OWN xxxx IFLOOD LIGHTS 0 AREA LIGHTING 0 CAMERA TOWER UNDERGROUND CON 1UIT tr--t OVERHEAD ECTRICP .LINE g _. SO�i0000� CONDUIT NUMBER BY DATE CHK. Enterprise Products Operating pg Houston Texa LOC SCALE DRAWN BY LBH ISTAR /SHELL PUMP STA. __ 11204/11208 SH 225 1'=21 CHECKED BY MEW EQUISTAR / SHELL PUMP STATI IN SITE PLAN ELECTRICAL & FENCE SITI PLAN DATE 1/08 APPROVED PDM DRAWING NUMBER PROJECT No. AFE—P12290 07067- )42-002A FT,