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Home My WebLink AboutEXXON COMPANY USA SITE PLANE a z is I 3 z J a w ox� z � n Aa �o I� � a � 3 ap 0 o aw o U W 3 a � C) 00 cl 00 ON RESET 1' I.R. FND. 1" I.R. I I ' (FIND. 1" I.R. N 80'41 31.E _ _ �'-- 2 J 1 SAMPLING' W1711. `I WY 1 it O a ul O N04 K W CONCRf:.?i: Pn'Vt:MF..tiT � $ wm V 8'-6 {' I WATER wi It I M (Ea z Z ...._ ..... .....__.._ I � fEXIST.f T P AR Kw AY A'R1 `MON 250' ROW CONCRETE PAVING NOTE TO CONTRACTOR L UTIONH IFY LOCATION OF UNDERGROUND KS AND PRODUCT LINES BEFORE AVATING. USE EXTREME CAUTION. TRAFFIC SIGNAL. SITE SPECIFIC DRAWINGS 69403-1 SITE PLAN 69403-2 GRADING PLAN 69403-3 ELECTRICAL PLAN 69403-4 PLAT OF A SURVEY 69403-SG BUILDING ELEVATIONS (ILLUMINATED PANELS/SIGNS) CARWASH 4732A-1 FOUNDATION 4732A-2 FRAMING 4732A-3 FLOOR PLAN 4732A-4 ELECTRICAL/PLUMBING 4732A-5 CAR WASH LAYOUT 4732A-6 SECTIONS PAVING 8-0025A, 1-4 PAVING DETAILS & SPECS. DETAILS 1043-1,2 �Po R ??S NORTH w mz PASADENA BLVD. SPENCER HWY. FAIRMONT PKWY SITE VICINITY MAP KEY MAP #579-E NTS ��1:4 0 20 40 60 SCALE 1` 20' PROJECT DESCRIPTION AND ADDRESS EXXON CAR WASH ADDITION, 9803 FAIRMONT PARKWAY AT UNDERW00D OWNER/DEVELOPER EXXON COMPANY, U.S.A. A DIVISION OF EXXON CORPORATION LEGAL DESCRIPTION 0.918 ACRES IN THE WILLIAM H. JONES SURVEY, A-482, CITY OF LA PORTE AND OUT OF OUTLOT 719 OF THE W. B. LAWRENCE SUBDIVISION RECORDED UNDER VOL. 83, PG. 344, OF THE DEED RECORDS OF HARRIS COUNTY, TEXAS. SEE ALSO DEED DATED JULY 29, 1986 FROM W. H. KEENAN, TRUSTEE, ET. AL. TO EXXON CORPORATION AS RECORDED IN H.C.C.F. NO. K657705. PARKING REGULAR PARKING SPACES 13 HANDICAP PARKING SPACES 1 TOTAL PARKING PROVIDED 14 LANDSCAPING LANDSCAPING: 24% LOT COVERAGE: 76% CITY APPROVING AUTHORITY CERTIFICATE THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF EXXON RAS NO. 6-9403, CAR WASH ADDITION IN CONFORMANCE WITH THE ORDINANCES OF THE CITY OF LA PORTE. BY: DIRECTOR, LA PORTE COMMUNITY DEVELOPMENT DEPARTMENT ATTEST: BY: LA PORTE CITY ENGINEER 2 = mr w s �1 m $ r N = GENERAL NOTES G. C. GENERAL CONTRACTOR E. = EXXON 0. OTHER m BUILDING ORIENTATION POINT ETR EXISTING TO REMAIN MWE G-1 MEET EXISTING GRADE 1. ALL UTILITY CONNECTIONS ARE TO BE AS PER LOCAL CODE BY G. C. 2. G. C. TO PROVIDE CONDUIT &WIRING TO All EXXON SIGNS & CONDUIT ONLY TO PUBLIC TELEPHONE BOOTH. 3. SITE PLAN SUPERSEDES ALL WORKING DRAWINGS. 14. UNLESS OTHERWISE NOTED, ALL PAINT TO BE FURNISHED BY G. C. BUILDING DRAWING NUMBER 1 GC GC CAR WASH BUILDING W/O RECLAIM., BUILDING SHALL BE DESIGNED FOR 4732, 1-5 100 MPH WIND SPEED, WITH ROOF OPTION. 0 0 CAR WASH EQUIPMENT 240/120 3-PHASE 4-WIRE E GC 2 VACUUM CLEANERS 2 GC GC TRASH ENCLOSURE 6-9403, 1043-1. 1043-2 3 E GC INSTALL INTERNALLY ILLUMINATED BUILDING PANELS 6-9403, 3 YARO AREA 10 1 E GC AIR/WATER 6-9403, 1043-1, 1043-2 11 1 GC JGCJ CAR WASH "ENTER" & "EXIT" SIGNS, 1 EACH 4732-5 ELECTRICAL/TELEPHONE 20 GC PROVIDE NEW SERVICE SWITCH RACK PER NEC AND CITY ELECTRICAL 6-9403, 3 JGC CODE. COMPLETE WITH CAN & METER, GUTTER, 400 AMP DISCONNECT (C-STORE SERVICE) & 200 AMP DISCONNECT (CAR WASH SERVICE). 21 GC GC EXIST. SERVICE DROP POLE TO REMAIN. PROVIDE NEW SERVICE 6-9403, 3 WEATHERHEADS TO NEW SERVICE RACK. INSTALL NEW CONDUCTORS & CONDUIT PER ONE UNE DIAGRAM. 22 GC GC HL& P TRANSFORMER POLE W/ NEW 240/120V 3-PHASE 4-WIRE SERVICE DROP BY HL& P. 23 GC GC EXISTING 3" U/G CONDUIT (C-STORE SERVICE) TO REMAIN. 24 GC GC EXISTING 400 AMP 2P MAIN CIRCUIT BREAKER TO REMAIN. 25 GC GC NEW 200 AMP 240/120V. 3-PHASE 4-WIRE CAR WASH SERVICE. 6-9403, 3 26 GC GC PROP. 2" U/G CONDUIT FOR NEW CARWASH SERVICE. INSTALL 6-9403, 3 NEW CONDUCTORS PER ONE LINE DIAGRAM. 27 JGC 10C INSTALL 4 NEW YARD LIGHTS 6-9403, 1043-1 28 1 GC JGC RELOCATE 2 EXISTING YARD LIGHTS PER EXXON ENGINEER 6-9403. 1043-1 29 1 GC JGCJ RELOCATE PUBUC TELEPHONES AND U/G CONDUIT PER EXXON ENGINEER PAVING 40 GC GC 6" CONCRETE W NO. 3 BARS ® 18" OC EACH WAY PREPARE 8-0025A, 1-4 SUBGRADE BY COMPACTING TO AT LEAST 95X OF MAXIMUM. ASTM D698 SAW CUT AT EDGE TOR MAIN. PRESERVE MIN. 12" OF EXISTING REINFORCEMENTS & TIE TO NEW REINFORCEMENTS WHERE REQUIRED. 41 GC GC 6" CURB PLACED ON NEW OR EXISTING CONCRETE PAVEMENT 6-9403, 2 42 GC GC NOT USED 43 GC GC ACCESSIBLE RAMPS TO BUILDING PER CITY CODE & TEXAS ACCESSIBILITY STANDARDS. EXISTING TO REMAIN 44 GC GC ACCESSIBLE ROUTE, MIN X-O" WIDE PER CITY CODE & TEXAS ACCESSIBILITY STANDARDS 45 GC GC 4'-0" WIDE CONCRETE SIDEWALK PER CITY SPECIFICATIONS 46 GC GC PAINT ALL NEW STRIPES TO DELINEATE PARKING AND ACCESSIBLE ROUTE LANDSCAPE 50 1 GC JGCJ LANDSCAPING AND IRRIGATION SYSTEM PER EXXON ENGINEER WATER 60 JGC JGCI1 1 2" CAR WASH SUPPLY UNE FROM EXISTING BUILDING SUPPLY UNE PER CITY CODE. WATER LINE SHALL BE PVC PRESSURE PIPE ASTM D-2241 CLASS 200 (DR21) W/ RUBBER GASKET JOINTS SANITARY SEWER 70 GC JGCJ TIE-IN TO EXISTING SEWERS SHALL BE PVC PIPE MEETING STORM SEWER SPEC. (SEE NOTE 81) 71 GC JGCJ SAMPUNG WELL PER CITY OF LA PORTE STANDARD 6-9403, 2 72 GC JGCJ MUD AND GREASE TRAP PER DETAIL 4732-1 STORM SEWER 80 GC JGCJ TIE-IN TO EXISTING INLET 81 GC GC INLETS, STORM SEWER DRAINS AND DRAINAGE SWALES, STORM SEWER DRAINS SHALL BE PVC PIPE, ASTM D 3034, W RUBBER GASKET JOINTS ASTM D 3132 AND F477 82 GC GC INSTALL NEW TRENCH DRAIN 6-9403, 2 "FLOOD NOTE" THIS SITE LIES IN FLOOD ZONE "X" (NOT IN FLOOD PLAIN) PER PHILLIP HOZA OF THE CITY OF LA PORTE. SITE PLAN ACCURACY CERTIFICATE I, DAVID S. BREWER, AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS TO PRACTICE THE PROFESSION OF SURVEYING AND HEREBY CERTIFY THAT THE ABOVE SITE PLAN IS TRUE AND CORRECT: AND THAT ALL BEARINGS, DISTANCES, ANGLES, CURVE RADIUSES, AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON THE PLAT. OF 1�0 DAVID S. BREWE TEXAS REGISTRATION NO. 4042 5-5-95