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HomeMy WebLinkAboutREFRIGERATED CONTAINER SERVICE SITE PLANRevision Revision Reference D MITCHELL BAY TABBS BAY N. AVENUE P '"' SERVICES LOCATION PLAN LEGAL DESCRIPTION: 27.5112 ACRES OF LAND, TRACTS 5,6,7D,8A,8B,9A, &11A, BEING THE RESIDUE OF A CALLED 40.61 ACRE TRACT AS DESCRIBED IN HARRIS COUNTY CLERK'S FILE NO. J285701 AND BEING OUT OF THE ENOCH BRINSON SURVEY ABSTRACT NO. 5, HARRIS COUNTY, TEXAS FLOOD ZONE "AE" PORTIONS OF THE EAST SIDE OF THE SUBJECT TRACT LIE WITHIN ZONE AE, A SPECIAL FLOOD HAZARD AREA WITH A BASE FLOOD ELEVATION OF 13 FEET WTHIN THE 100 YEAR FLOOD ZONE, AND THE WESTERN PORTION OF THE SUBJECT PROPERTY LIES IN ZONE "X", AN AREA DETERMINED TO BE OUTSIDE THE 100 YEAR FLOOD PLAIN, AS SET FORTH ON F.E.M.A. FLOOD INSURANCE MAP NO 48201CO945J, REV. 11-6/96 G FOR HARRIS COUNTY, TEXAS AND INCORPORATED AREAS. DATED 9/28/90. LANDSCAPING TOTAL USABLE AREA: 1,198,388 sq. ft. PARKING AREA: 2,625 sq ft. BUILDING FOOTPRINT: 25,500 sq ft. (6600 sq ft. PARTS WAREHOUSE, 5400 sq ft. OFFICE & 13,500 sq ft. SHOP) UNUTILIZED AREA: 3400 sq ft. LANDSCAPED AREA: 6,100 sq ft. OLEANDER (QTY. 340) 0 W 0 0 GREEN ASH (QTY. 18)000 GEN. NOTES: 1. THE BEARINGS FOR THIS SURVEY ARE BASED ON THE VESTING DEED RECORDED UNDER HARRIS COUNTY CLERK'S FILE NO. J285701. 2. THE SUBJECT PROPERTY HAS DIRECT ACCESS TO THE STATE HIGHWAY 146 FRONTAGE ROAD ON THE WEST SIDE OF THE PROPERTY 3. THE EASEMENTS SHOWN ON THIS PLAT HAVE NOT BEEN SURVEYED ON THE GROUND, HOWEVER, THE LOCATIONS SHOWN REPRESENTS THE BEST EFFORT OF THIS SURVEYOR BASED ON AVAILABLE MAPS AND CERTAIN INSTRUMENTS OF RECORD. 4. SUBJECT TO AN UNLOCATED PIPELINE EASEMENT AS GRANTED TO TENNECO OIL COMPANY BY INSTRUMENTS) RECORDED IN VOLUME 6065, PAGE 146 OF THE DEED RECORDS OF HARRIS COUNTY TEXAS. 5. SOURCE OF ELEVATION FOR THE 13 FOOT CONTOUR LINE IS N.G.S. MONUMENT Q1146 ELEV. 23.744 (1987) DRAWING LIST 579—RC—E-200 ELECTRICAL POWER PLAN (OFFICE) 579—RC—E-201 ELECTRICAL LIGHTING PLAN (OFFICE) 579—RC—E-202 ELECTRICAL LIGHTING PLAN (SHOP) 579—RC—C-300 SITE LAYOUT 579—RC—C-301 SITE PREP PLAN 579—RC—C-302 CONCRETE SECTIONS & DETAILS 579—RC—A-600 AREA LAYOUT (OFFICE) 579—RC—A-601 AREA LAYOUT (SHOP) 579—RC—A-602 PLUMBER RISER DIAGRAM PLAT (SITE PLAN) ACCURACY CERTIFICATE ROVING AUTHORITY CERTIFICATE I, �ii.�1iL5 ��St�_____, am regestered under the rtify that the City of La Porte, Texas has laws of the State of Texas to practice the profession of engineering (or surveying) and hereby certify that the above to plan and development of ----------- plat (site plan) is true and correct; and that all bearings, ---- in conformance with the ordinances distances, angles, curve radiuses, and centr I angles are a Porte. accurately shown on the pI By. _ _ _ _ (Sig1lature of Engineer or Surveyor) Directo , Planning epartment Texas Registration No. �z2_ ZONE: LIGHT INDUSTRIAL C— ENTRANCE RAMP_ TO S.H. 146— . �_ DESIGN INC Client: Drawn REFRIGERATED CONTAINER SERVICE Checked 1802 NORTH HWY 146 N. Project LA PORTE TEXAS 77572 Approved OWNER: REFRIGERATED CONTAINER SERVICES TYPE OF DEVELOPMENT: LIGHT INDUSTRIAL DEVELOPER: REFRIGERATED CONTAINER SERVICES ZONE: LIGHT INDUSTRIAL Name: Date: Project: NEW OFFICE AND MAINTENANCE BLWS CJD 7/15/99 Drawing: tj OVERALL SITE LAYOUT 0 JISSUE FOR CONSTRUCT A I ISSUED FOR APPROVAL CJD 8602 SPENCER HWY. LA PORTE, TX 77571 PH $ (281) 930-8750 FAX # (281) 930-8711 E—MAIL hm®hmdesigninc.com Project No. I 579—RC Scale: 1 1 "=60' CAD Name 579RC3t 579-RC I 579-RC-C-300 0 CA" 'yV SITE PREP/PAVING NOTES 1. ADD 10" COMPACTED GS-30 CALCIUM SULPHATE TO EXIST. GRADE; PLACE IN 2 LIFTS, ` ON TOP OF THE GS-30 PLACE 8" COMPACTED LIFT OF CEMENT STABILIZED GS-300. 2. PROVIDE 6 MIL VISQUEEN VAPOR BARRIER UNDER SLAB. 3. INSTALL CONTROL JOINTS @ 18' MAXIMUM SPACING. 22 _ + (22.69) 4. ISOLATE PAVING FROM BUILDING FOUNDATIONS WITH 1/2' CEDAR EXP. JOINTS. 205'-6"t 5. CATCH BASINS SHALL BE- PREFABRICATED RATED FOR H-20 LOADING, 18"xl8"x30" U.N.O. EXI T. CB EXIST. 24" RCP P p SITE PRE W/RISERS & HEAVY DUTY GRATE AS MANUFACTURED BY SOUTH HOUSTON CONCRETE PIPE CO. r (SEE DESIGN H.P. 22,68' 1 PER NOTE 7 - ASSUMPTIONS) NEW 18" RCP 78p 0„ (SEE DETAIL 1) 579-RC-C_ 102 EXIST. 1.E.13.58' B I.E.14.68' ` pAVE CB-1 24x24x30 23,33' EL . MfiI + (SEE NOTE 5) TOP 24.00' P. 22.68' 11 22.00' I.E.16.00' MARCH EXISTRUCK APPROACH RAMP L GRAD c CB-1 24x24x30 ROLL TEE UP TO 3 EEL. LEGEND �\ 9 (SEE NOTE 5) TOP MATCH BEND FIELDTO SET BEND ANGLE t 180� x75� S PAVE ENT o ro\ q 22.00' 1,E.16.00' + HOP s( EL 24, p PREPARE SUBGRADE PER NOTE "1" -o\-Po SUMP I b + (22.07') DC'' SS STORM SEWER G�f ON 579ER� ETAIL I a (21. 8') + (22.43') REEFER g 1 M CB CATCH BASIN C 302 >z �uCIEAN OU CHA- SS S OX & j (XX.XX') EXIST. EL OUTLET FRCP ROM 30't ur `'�NoTTOEXCEE '�-, SHOP ( XX.XX' FINISH EL. I /00 i13,500 s o SUMP I.E. 19,50' E�XIS . 9 ft.) EXIST. CB 1 (DEMO) -_�- (DEMO) v� TOP 20.32' PAVEMENT P EL �- TOP 20.20' M I.E. 16,42' I 1,E.18.62' 24.25' f -- I.E.18.18' o w EXIST. SS DEMO - _ + 21.59 z REFERENCE DRAWINGS H.P. 2 .00' REMOVE F AND - ( ) SECTIONS & DETAILS 579-RC-C-302 DETAIL ROM SITE W AVEMENT I `­ EXIST I EL. 24. oo, + (21.43) 2 B-7 TOP S RM WER P 1.3 ' a E. -- + I I = 18.10' TIE-IN w �" a 3.33' I I PAVEMENT e� TO EXIST. 0 118'x180' NEW EL. 24.00' t oo� 15" RCP 6•, 6,, ti I CONCRETE PAVEMENT CLEAN OUT + (21.34') PA EN + (22.51') I #4 BARS @ 12 E.W. EL. 24.00' o I o a ©I z I I I 0 CD rn O ml C 4 Q © o I + (24.20) CB-3 24x24x30 I I 23.33' w (SEE NOTE 5 / Z H.P.24.00' 22.50' )TOP I I + (21.72) k a LE.17.50' / + 23.50' + (23.376) I NEW 12 RCP g- 4"�- I -- - - (21.63') + / CB-4 TOP NEW 12Itp (22.71' k i 22.50' I.E. 90'f -'�- _-- -- - ) ,o o / a H.P.23.0o' 225'-0,, I I I 21 SPCS. p 9' I - _._,______� NEW 12" RCP C a Ar z W u o wz° Q Iz 2z F j 3 to EE 0 HWY o 5 a f � � + 00wo 00 N CSN _l I J � (I -0=171'-0„ + 1, 23. 0') I B-5 TOP 55t + 22.50 LE. y _o (23.57) NOTE CLAN OUT 18.96' w k TO EXCEED l00 _..� -.""' II / 11'-0„5" '-054-0„ i� k o �pi�3-0„0„ + (22.74' owz + C.B. �"" _ - 1� PAVEMENT S E REP PER NO + (22.11) / i H.P. 23.83' 1 o ---._NEW 2" THICK YaN 120'x180' L(22.70' CRn ASPHAPARKING + 2' PAVECONETE NE 6" H.P. 23.83' PVEMEN T M -►_ _12" RCP 60'1 +%2;./ k/ / 1E4 BARS @ 12 E.W. p EXIST. / A VEMEN T GUARD / RATE EL. -'' - + (22.62) 200,X60 H.P. 23.83' HOUSE 2.50' 1, E GRA TE EL. PARTS k c / H.P o o.00 o , WAR�HOUSE = k zz.00' I.E. I I AND OFFICE 1s.00' BLDG. LQ �m - N + I oPARTS &WI I 'k/2 .75' (22.as)� REHOU (6600sq ff.) + (21.70) I + (21.63) / I OFF / x_X -x --x- + (22.41') CE (21.84' + 35D, AMP + I (5400 S �� kk (22.or) 4_�4�; z7.72 II q ft.) / +(2x 'x X S �Yf % EXIST GATE x A MATCH EL. OF UN��R 22.50' 23.83' H P k x-x�X�x x_ 7�pUAtj .�4(j+ (21.92') 23.68 L.P. 5' WIDE + EXISL PAVEMENT x x- x - E SID / x-_.. Xlx- x- X REGRADE EWALK \ "�'-" TO DRAIN REGRADE k EXIST. X_:, x + (21.90') TO DRAIN I I 6 23.33' / FLEX FENCE x x X CLEAN OUT A. X�X� 6" SANITARY SEWER 110" SANITARY SE x-x1x-x1X� �2 POTABLE WATER 23.68 H.P -- -- _ C.B. -� _-WER LINE- x X_x� CITY LINE ER FROM L.P. k 21'-6" - - 57 _0,. - FI 12" CITY WATER N753'49"+ (20gE EXISL FLEX FENC x�x -x) + (21.61') � RE HYDRANT E - - _ n 47 _Q ----� "� �X N k uo ec •. ♦. nooaeeaa� -_-- - - _- - • H. 1I�f.`i u ............. 146FRO --�_-- - - XITGH '��`� �`L �e4f `entV ,6s 6"t - - - __ _ FRONTAGE ROAD EXIST.RCP X�x-X _ (REF) q1 -----�,_ OWNER: REFRIGERATED CONTAINER SERVICES - - S. H. 146 FRONTAGE\ TYPE OF DEVELOPMENT: LIGHT INDUSTRIAL DEVELOPER: REFRIGERATED CONTAINER SERVICES -�� ROAD - ZONE: LIGHT INDUSTRIAL No. Revision Date By App No. Revision Date By App. Reference Drawings Client: Name: Date: Project: NEW OFFICE AND MAINTENANCE BLDGS 579-RC-C-302 SECTIONS & DETAILS Drawn JIML 7/7/99 Checked DESIGN REFRIGERATED CONTAINER SERVICES Project Mgr. Drawing: 9 OFFICE & MAINTENANCE. BLDGS. 1802 NORTH HWY 146 N. Approved by 8602 SPENCER HWY. LaPorte TEXAS 77572 LA PORTE, Tx 77571 Project No. 579-RC 0 ISSUED FOR CONSTRUCTION a 9 J I M L PH # (281) 930-8750 „ Job Drawing Number: Rev. FAX # (281) 930-8711 Scale: 1 =20 -0 A ISSUED FOR APPROVAL 8 y JIML E-MAIL hm@hmdesigninc.com CAD Name 579RC301.DWG 579 - RC 5 7 9 - R C - C - 3 01